Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.shp =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_15.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_15.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_15.sti (revision 706) @@ -0,0 +1,1430 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:10:08 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_258_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 60 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 0.000 -0.710 0.000 + 3 14.030 -0.820 0.000 + 4 14.560 -1.060 0.000 + 5 14.666 -1.200 0.000 + 6 15.250 -1.970 0.000 + 7 16.610 -2.220 0.000 + 8 18.160 -2.000 0.000 + 9 18.689 -1.200 0.000 + 10 18.920 -0.850 0.000 + 11 20.060 -0.570 0.000 + 12 23.880 -0.370 0.000 + 13 26.170 -0.220 0.000 + 14 27.290 -0.180 0.000 + 15 28.377 0.000 0.000 + 16 30.550 0.360 0.000 + 17 34.170 1.120 0.000 + 18 37.070 1.760 0.000 + 19 39.050 2.590 0.000 + 20 40.050 2.800 0.000 + 21 40.990 2.920 0.000 + 22 44.160 2.980 0.000 + 23 47.150 2.880 0.000 + 24 49.200 2.610 0.000 + 25 50.400 2.290 0.000 + 26 53.080 1.350 0.000 + 27 55.060 0.740 0.000 + 28 64.946 0.000 0.000 + 29 65.480 -0.040 0.000 + 30 66.930 -0.390 0.000 + 31 67.214 -1.200 0.000 + 32 67.400 -1.730 0.000 + 33 68.420 -1.980 0.000 + 34 69.500 -1.720 0.000 + 35 69.908 -1.200 0.000 + 36 70.230 -0.790 0.000 + 37 72.700 -0.500 0.000 + 38 86.050 -0.570 0.000 + 39 0.000 -1.200 0.000 + 40 35.649 -1.200 0.000 + 41 50.696 -1.200 0.000 + 42 0.000 -3.700 0.000 + 43 35.650 -3.700 0.000 + 44 50.696 -3.700 0.000 + 45 67.215 -3.700 0.000 + 46 69.834 -3.700 0.000 + 47 86.050 -1.200 0.000 + 48 86.050 -3.700 0.000 + 49 0.000 -10.000 0.000 + 50 86.050 -10.000 0.000 + 51 0.000 1.600 0.000 + 52 35.998 1.600 0.000 + 53 47.758 1.600 0.000 + 54 60.000 -1.200 0.000 + 55 86.050 -1.200 0.000 + 56 68.389 -0.970 0.000 + 57 86.050 -1.200 0.000 + 58 16.690 1.600 0.000 + 59 16.798 1.600 0.000 + 60 55.060 0.230 0.000 +[END OF POINTS] + +[CURVES] + 61 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 5 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 28 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 31 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 41 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 35 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 58 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 59 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 52 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 60 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 56 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 52 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 42 44 49 47 51 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 42 44 49 47 48 50 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 42 44 49 47 48 34 35 36 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 44 45 41 46 47 48 34 35 36 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 42 44 45 41 30 31 32 33 34 35 + 36 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 42 43 40 41 30 31 32 33 34 35 + 36 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 37 4 5 6 7 39 40 41 30 31 + 32 33 34 35 36 + 8 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 37 4 5 6 7 8 9 10 11 12 + 13 38 27 28 29 30 31 32 33 34 + 35 36 + 9 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 37 4 5 6 7 8 9 10 11 12 + 13 14 15 16 17 18 19 20 21 22 + 23 24 25 26 27 28 29 30 31 32 + 33 34 35 36 + 10 - Boundary number + 36 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 58 59 53 54 55 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 57 60 61 56 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_255 +Binnenwaartse stabiliteit [STBI] +Km 10-25,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 51.772 60.804 10 X-direction + 4.304 12.217 10 Y-direction + 1.000 -5.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 42.96 45.46 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 10 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_18.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_18.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_18.sti (revision 706) @@ -0,0 +1,3418 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:09:10 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_286_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 19 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 1.300 0.000 + 2 0.000 -0.300 0.000 + 3 66.220 -0.300 0.000 + 4 28.500 0.700 0.000 + 5 31.807 1.680 0.000 + 6 32.791 1.960 0.000 + 7 36.120 2.290 0.000 + 8 0.000 0.470 0.000 + 9 11.290 0.340 0.000 + 10 12.170 -0.060 0.000 + 11 12.960 -0.070 0.000 + 12 13.980 0.320 0.000 + 13 19.510 0.350 0.000 + 14 24.720 0.520 0.000 + 15 42.760 0.400 0.000 + 16 43.710 0.180 0.000 + 17 46.740 0.040 0.000 + 18 46.940 -0.020 0.000 + 19 47.150 0.040 0.000 + 20 50.080 0.330 0.000 + 21 50.130 0.240 0.000 + 22 53.080 0.190 0.000 + 23 55.410 0.260 0.000 + 24 55.830 0.350 0.000 + 25 66.220 0.740 0.000 + 26 28.456 0.000 0.000 + 27 38.900 0.000 0.000 + 28 28.473 -2.000 0.000 + 29 38.900 -2.000 0.000 + 30 0.000 -2.000 0.000 + 31 28.508 -5.500 0.000 + 32 38.900 -5.500 0.000 + 33 0.000 -5.500 0.000 + 34 28.569 -11.500 0.000 + 35 38.900 -11.500 0.000 + 36 0.000 -11.500 0.000 + 37 41.499 0.269 0.000 + 38 33.500 2.390 0.000 + 39 27.231 0.170 0.000 + 40 25.810 0.730 0.000 + 41 28.640 1.700 0.000 + 42 31.520 2.680 0.000 + 43 32.720 2.960 0.000 + 44 33.830 2.990 0.000 + 45 34.350 2.970 0.000 + 46 34.960 2.950 0.000 + 47 36.170 2.890 0.000 + 48 37.110 2.540 0.000 + 49 40.630 1.200 0.000 + 50 66.220 -2.000 0.000 + 51 66.220 -5.500 0.000 + 52 66.220 -11.500 0.000 + 53 0.000 -15.000 0.000 + 54 66.220 -15.000 0.000 + 55 0.000 1.700 0.000 + 56 28.547 1.700 0.000 + 57 39.267 1.100 0.000 + 58 50.000 -0.800 0.000 + 59 66.220 -0.800 0.000 + 60 66.220 0.600 0.000 + 61 41.404 0.289 0.000 + 62 43.644 0.047 0.000 + 63 29.931 1.110 0.000 + 64 42.506 0.670 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 37 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 39 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 37 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 15 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 7 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 4 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 15 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 61 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 58 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 63 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 57 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 60 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 36 34 53 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 52 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 31 51 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 31 27 23 24 10 11 12 + 13 14 15 16 17 18 19 + 5 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 32 33 34 35 31 27 23 24 10 11 + 12 13 14 15 16 17 18 19 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 32 30 31 27 23 24 10 11 12 13 + 14 15 16 17 18 19 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 28 29 30 31 27 23 24 10 11 12 + 13 14 15 16 17 18 19 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 28 26 27 23 24 10 11 12 13 14 + 15 16 17 18 19 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 21 25 26 + 27 23 24 10 11 12 13 14 15 16 + 17 18 19 + 10 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 21 22 23 + 24 10 11 12 13 14 15 16 17 18 + 19 + 11 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 39 1 2 + 37 38 3 24 10 11 12 13 14 15 + 16 17 18 19 + 12 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 40 41 42 43 + 44 45 46 47 48 49 50 10 11 12 + 13 14 15 16 17 18 19 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 54 60 61 56 57 58 55 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 62 63 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + zand los + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_283 +Binnenwaartse stabiliteit [STBI] +Km 10-28,0 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 38.075 51.785 10 X-direction + 8.732 17.292 5 Y-direction + 1.892 -8.108 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 33.11 35.61 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/~WRL2270.tmp =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.dbf =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_14.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_14.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_14.sti (revision 706) @@ -0,0 +1,1222 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:09:05 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_228_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 0.000 -0.710 0.000 + 2 10.880 -0.760 0.000 + 3 21.010 -0.720 0.000 + 4 21.415 -1.100 0.000 + 5 22.000 -1.650 0.000 + 6 22.840 -1.640 0.000 + 7 23.306 -1.100 0.000 + 8 23.651 -0.700 0.000 + 9 23.660 -0.690 0.000 + 10 25.090 -0.180 0.000 + 11 31.460 0.410 0.000 + 12 34.320 0.850 0.000 + 13 37.800 1.580 0.000 + 14 41.770 2.420 0.000 + 15 45.100 2.830 0.000 + 16 46.820 2.990 0.000 + 17 48.270 2.930 0.000 + 18 49.950 2.480 0.000 + 19 52.650 1.440 0.000 + 20 54.730 0.640 0.000 + 21 55.780 0.410 0.000 + 22 62.160 0.150 0.000 + 23 69.360 -0.430 0.000 + 24 75.468 -0.700 0.000 + 25 79.540 -0.880 0.000 + 26 0.000 -1.100 0.000 + 27 38.000 -1.100 0.000 + 28 52.724 -1.100 0.000 + 29 79.540 -1.100 0.000 + 30 0.000 -4.000 0.000 + 31 38.000 -4.000 0.000 + 32 52.724 -4.000 0.000 + 33 79.540 -4.000 0.000 + 34 0.000 -10.000 0.000 + 35 79.540 -10.000 0.000 + 36 0.000 1.600 0.000 + 37 37.573 1.600 0.000 + 38 39.600 1.100 0.000 + 39 48.000 1.200 0.000 + 40 65.000 -1.650 0.000 + 41 79.540 -1.650 0.000 + 42 22.338 1.600 0.000 + 43 54.616 -0.120 0.000 + 44 79.540 -1.650 0.000 +[END OF POINTS] + +[CURVES] + 43 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 4 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 27 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 28 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 35 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 30 32 34 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 30 32 33 29 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 30 31 28 29 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 25 4 5 6 27 28 29 + 5 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 25 4 5 6 7 26 24 + 6 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 25 4 5 6 7 8 9 10 11 12 + 13 14 15 16 17 18 19 20 21 22 + 23 24 + 7 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 36 37 38 39 40 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 41 42 43 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel 10_225 +Binnenwaartse stabiliteit [STBI] +Km 10-22,3 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 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of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.damx =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.damx (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.damx (revision 706) @@ -0,0 +1,30459 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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+DWP_6;112.44;0;0.7;80.79;0;0.62;79.17;0;-0.92;78.14;0;-0.89;77.65;0;0.02;76.08;0;0.44;67.63;0;1.34;62.47;0;1.49;51.81;0;4.32;51.81;0;4.32;49.31;0;4.455;44.44;0;4.33;-1;-1;-1;-1;-1;-1;24.92;0;0.18;-1;-1;-1;-1;-1;-1;6.44;0;0.046516854 +DWP_7;106.52;0;-2.12;76.4;0;-0.22;75.37;0;-1.3;73.34;0;-1.36;71.64;0;0;56.53;0;0.79;-1;-1;-1;-1;-1;-1;42.75;0;4.52;42.75;0;4.52;40.25;0;4.549;38.52;0;4.5;-1;-1;-1;-1;-1;-1;20.02;0;0.27;-1;-1;-1;-1;-1;-1;0.52;0;-0.09038961 +DWP_8;103.93;0;-0.02;71;0;-0.31;68.045;0;-1.1;66.28;0;-1.29;65;0;-0.26;63;0;0.34;55.62;0;1.17;50.54;0;1.22;39.1;0;4.24;39.1;0;4.24;36.6;0;4.294;35.93;0;4.25;-1;-1;-1;-1;-1;-1;18.11;0;0.25;-1;-1;-1;-1;-1;-1;-2.07;0;0.004853672 +DWP_9;97.16;0;-0.24;58.59;0;-0.18;57.81;0;-0.81;57.43;0;-0.833;56;0;0.25;55.74;0;0.5;-1;-1;-1;-1;-1;-1;33.22;0;3.97;33.22;0;3.97;30.72;0;4.084;29.16;0;4.03;-1;-1;-1;-1;-1;-1;18.55;0;0.84;-1;-1;-1;-1;-1;-1;-8.84;0;-0.356005391 +DWP_10;97.86;0;-0.52;62.47;0;-0.5;61.28;0;-1.32;61.28;0;-1.32;60;0;-0.413;59.96;0;-0.29;52.23;0;2.67;36.55;0;2.57;33.18;0;3.81;33.18;0;3.81;30.68;0;3.791;29.86;0;3.74;-1;-1;-1;-1;-1;-1;16.495;0;-0.02;-1;-1;-1;-1;-1;-1;-8.14;0;0.054674144 +DWP_11;117.57;0;-0.82;67.1;0;-0.8;65;0;-1.83;64.58;0;-1.85;64;0;-0.82;63.58;0;-0.8;-1;-1;-1;-1;-1;-1;52.65;0;3.23;52.65;0;3.23;50.15;0;3.274;49.57;0;3.23;-1;-1;-1;-1;-1;-1;31.79;0;-0.7;-1;-1;-1;-1;-1;-1;11.57;0;-0.782686379 +DWP_12;115.82;0;-1.4;81.23;0;-1.4;79;0;-2.52;78.36;0;-2.52;77.69;0;-1.53;69.27;0;-1.25;66;0;-0.65;59.05;0;0.12;50.51;0;2.68;50.51;0;2.68;48.01;0;2.744;47.82;0;2.74;-1;-1;-1;-1;-1;-1;26.22;0;-0.8;-1;-1;-1;-1;-1;-1;9.82;0;-0.943859649 +DWP_13;98.42;0;-2.2;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;50.946;0;-1.5;47.05;0;0.14;43.66;0;0.42;37.58;0;2.57;37.58;0;2.57;35.08;0;2.708;30.42;0;2.71;-1;-1;-1;-1;-1;-1;23.91;0;0.37;-1;-1;-1;-1;-1;-1;-7.58;0;-0.446553743 +DWP_14;113.77;0;-0.88;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;55.78;0;0.41;-1;-1;-1;-1;-1;-1;48.27;0;2.93;48.27;0;2.93;45.77;0;2.892;45.77;0;2.892;-1;-1;-1;-1;-1;-1;23.66;0;-0.69;-1;-1;-1;-1;-1;-1;7.77;0;-0.703431953 +DWP_15;108.99;0;-0.57;72.7;0;-0.5;70;0;-1.72;67.4;0;-1.73;67;0;-0.39;55;0;0.74;-1;-1;-1;-1;-1;-1;47.15;0;2.88;47.15;0;2.88;44.65;0;2.964;40.99;0;2.92;-1;-1;-1;-1;-1;-1;20.06;0;-0.57;-1;-1;-1;-1;-1;-1;2.99;0;-0.689132602 +DWP_16;100.79;0;0.15;50.29;0;0.15;48;0;-1.73;48;0;-1.73;46.26;0;-0.12;41.88;0;0.37;-1;-1;-1;-1;-1;-1;36.22;0;2.62;36.22;0;2.62;33.72;0;2.732;32.79;0;2.74;-1;-1;-1;-1;-1;-1;19.52;0;-0.26;-1;-1;-1;-1;-1;-1;-5.21;0;0.46213627 +DWP_17;105.53;0;0.6;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;53.15;0;0.68;-1;-1;-1;-1;-1;-1;39.27;0;3.71;39.27;0;3.71;37.53;0;3.78;36.77;0;3.605;-1;-1;-1;-1;-1;-1;23.93;0;0.31;-1;-1;-1;-1;-1;-1;-0.47;0;0.411964062 +DWP_18;100.72;0;0.74;50.08;0;0.33;46.94;0;-0.02;46.94;0;-0.02;43.71;0;0.18;43.71;0;0.18;-1;-1;-1;-1;-1;-1;36.17;0;2.89;36.17;0;2.89;33.67;0;2.986;32.72;0;2.96;-1;-1;-1;-1;-1;-1;24.72;0;0.52;-1;-1;-1;-1;-1;-1;-5.28;0;0.459320388 +DWP_19;107.71;0;-0.36;69.15;0;-0.58;68;0;-1.56;67.14;0;-1.55;65.313;0;-0.462;51.37;0;0.28;-1;-1;-1;-1;-1;-1;44.22;0;3.33;44.22;0;3.33;41.72;0;3.509;39.71;0;3.49;-1;-1;-1;-1;-1;-1;21.44;0;-0.16;-1;-1;-1;-1;-1;-1;1.71;0;-0.41766791 +DWP_20;103.95;0;-0.63;60.83;0;-0.57;59.36;0;-1.87;57.99;0;-1.9;55.37;0;-0.31;45.32;0;0.5;-1;-1;-1;-1;-1;-1;40.17;0;2.63;40.17;0;2.63;37.67;0;2.638;35.95;0;2.61;-1;-1;-1;-1;-1;-1;26.04;0;-0.4;-1;-1;-1;-1;-1;-1;-2.05;0;-0.734404762 +DWP_21;100.77;0;-0.47;58;0;-0.6;56.89;0;-1.85;56.2;0;-1.98;53.48;0;-0.49;51.7;0;-0.37;46.66;0;0.45;42.69;0;0.75;38;0;3.13;38;0;3.13;35.5;0;3.257;32.77;0;3.11;-1;-1;-1;-1;-1;-1;18.45;0;-0.29;-1;-1;-1;-1;-1;-1;-5.23;0;-0.341338753 +DWP_22;100.04;0;-2.8;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;81;0;-2.8;45.07;0;0.81;41.26;0;0.89;36.67;0;2.53;36.67;0;2.53;34.17;0;2.55;32.04;0;2.52;-1;-1;-1;-1;-1;-1;17.18;0;0.02;-1;-1;-1;-1;-1;-1;-5.96;0;-0.316728754 +DWP_23;101.49;0;-0.61;61.54;0;-0.21;61;0;-0.625;59.79;0;-0.79;58.97;0;0.4;53.71;0;0.7;-1;-1;-1;-1;-1;-1;46.6;0;3.15;46.6;0;3.15;44.1;0;3.281;33.49;0;3.07;-1;-1;-1;-1;-1;-1;24.173;0;1.14;-1;-1;-1;-1;-1;-1;-4.51;0;1.045074256 Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_10.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_10.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_10.sti (revision 706) @@ -0,0 +1,1524 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:41:08 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_149_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 70 - Number of geometry points - + 1 0.000 0.030 0.000 + 2 9.170 -0.060 0.000 + 3 10.300 -0.040 0.000 + 4 10.760 -0.890 0.000 + 5 11.350 -1.250 0.000 + 6 12.080 -1.120 0.000 + 7 12.400 -0.390 0.000 + 8 12.690 -0.050 0.000 + 9 13.273 0.005 0.000 + 10 14.453 0.003 0.000 + 11 16.410 -0.030 0.000 + 12 16.495 -0.020 0.000 + 13 18.120 0.180 0.000 + 14 21.820 1.190 0.000 + 15 25.640 2.280 0.000 + 16 29.550 3.580 0.000 + 17 29.860 3.740 0.000 + 18 30.570 3.790 0.000 + 19 31.880 3.800 0.000 + 20 33.180 3.810 0.000 + 21 34.550 3.540 0.000 + 22 35.690 2.900 0.000 + 23 36.550 2.570 0.000 + 24 37.100 2.570 0.000 + 25 37.850 2.600 0.000 + 26 41.240 2.910 0.000 + 27 43.040 3.040 0.000 + 28 46.970 3.090 0.000 + 29 47.910 2.990 0.000 + 30 48.970 2.830 0.000 + 31 51.230 2.720 0.000 + 32 52.230 2.670 0.000 + 33 54.290 1.640 0.000 + 34 54.520 1.440 0.000 + 35 57.900 0.970 0.000 + 36 59.960 -0.290 0.000 + 37 60.100 -0.413 0.000 + 38 60.705 -0.949 0.000 + 39 60.830 -1.060 0.000 + 40 61.280 -1.320 0.000 + 41 61.950 -1.130 0.000 + 42 62.470 -0.500 0.000 + 43 76.680 -0.520 0.000 + 44 32.000 0.000 0.000 + 45 58.000 -0.400 0.000 + 46 0.000 -3.000 0.000 + 47 16.000 -3.000 0.000 + 48 32.000 -3.000 0.000 + 49 58.000 -3.200 0.000 + 50 60.700 -3.201 0.000 + 51 0.000 -5.000 0.000 + 52 16.000 -5.000 0.000 + 53 32.000 -5.000 0.000 + 54 58.000 -5.000 0.000 + 55 60.700 -5.000 0.000 + 56 62.000 -3.202 0.000 + 57 76.680 -3.206 0.000 + 58 62.000 -5.000 0.000 + 59 76.680 -5.000 0.000 + 60 0.000 -10.276 0.000 + 61 76.680 -10.276 0.000 + 62 0.000 3.100 0.000 + 63 28.110 3.100 0.000 + 64 34.000 3.100 0.000 + 65 55.000 -1.000 0.000 + 66 76.680 -1.000 0.000 + 67 36.664 2.400 0.000 + 68 60.500 1.100 0.000 + 69 76.680 1.000 0.000 + 70 11.121 3.100 0.000 +[END OF POINTS] + +[CURVES] + 70 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 37 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 38 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 56 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 56 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 58 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 56 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 70 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 67 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 62 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 59 61 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 59 60 57 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 55 58 57 + 4 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 55 50 38 39 40 56 + 57 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 55 50 38 39 40 41 + 42 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 46 47 48 49 50 38 39 40 41 42 + 7 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 43 44 45 37 38 39 40 41 42 + 8 - Boundary number + 42 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 39 40 + 41 42 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 63 64 65 66 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 69 70 67 68 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_147 +Binnenwaartse stabiliteit [STBI] +Km 10-14,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 53.371 61.416 10 X-direction + 5.361 8.188 5 Y-direction + 1.000 -6.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 31.00 33.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.sbx =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_19.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_19.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_19.sti (revision 706) @@ -0,0 +1,3278 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:14:31 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_311_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 17 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) (0) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand Pleistoceen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Betuwe (0-28) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 65 - Number of geometry points - + 1 76.240 -0.360 0.000 + 2 69.150 -0.580 0.000 + 3 68.401 -1.300 0.000 + 4 68.130 -1.560 0.000 + 5 67.140 -1.550 0.000 + 6 66.720 -1.300 0.000 + 7 65.313 -0.462 0.000 + 8 65.310 -0.460 0.000 + 9 58.380 -0.100 0.000 + 10 51.370 0.280 0.000 + 11 50.360 0.580 0.000 + 12 49.378 0.932 0.000 + 13 47.070 1.760 0.000 + 14 44.830 3.000 0.000 + 15 44.220 3.330 0.000 + 16 43.450 3.430 0.000 + 17 41.490 3.520 0.000 + 18 39.710 3.490 0.000 + 19 38.860 3.350 0.000 + 20 38.040 3.150 0.000 + 21 33.760 2.100 0.000 + 22 30.350 1.320 0.000 + 23 28.768 0.847 0.000 + 24 27.240 0.390 0.000 + 25 26.210 0.200 0.000 + 26 23.740 -0.020 0.000 + 27 21.440 -0.160 0.000 + 28 20.430 -0.500 0.000 + 29 19.870 -0.830 0.000 + 30 19.030 -1.560 0.000 + 31 17.720 -1.530 0.000 + 32 16.820 -0.540 0.000 + 33 13.440 -0.490 0.000 + 34 0.000 -0.440 0.000 + 35 76.240 -1.300 0.000 + 36 76.240 -3.200 0.000 + 37 68.401 -3.200 0.000 + 38 48.704 0.272 0.000 + 39 33.240 0.223 0.000 + 40 51.580 -1.300 0.000 + 41 48.705 -1.300 0.000 + 42 66.710 -3.200 0.000 + 43 51.450 -3.200 0.000 + 44 48.705 -3.039 0.000 + 45 33.154 -1.739 0.000 + 46 26.490 -2.100 0.000 + 47 0.000 -2.100 0.000 + 48 41.240 -1.300 0.000 + 49 41.240 -2.600 0.000 + 50 33.154 -3.624 0.000 + 51 26.240 -4.500 0.000 + 52 0.000 -4.500 0.000 + 53 41.240 -4.200 0.000 + 54 76.240 -10.000 0.000 + 55 0.000 -10.000 0.000 + 56 76.240 -1.200 0.000 + 57 64.240 -1.200 0.000 + 58 51.014 0.126 0.000 + 59 44.132 1.300 0.000 + 60 32.702 1.800 0.000 + 61 0.000 1.800 0.000 + 62 76.240 -0.500 0.000 + 63 64.240 -0.500 0.000 + 64 18.770 1.800 0.000 + 65 34.710 1.300 0.000 +[END OF POINTS] + +[CURVES] + 69 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 10 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 6 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 6 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 44 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 37 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 41 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 48 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 43 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 53 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 63 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 64 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 59 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 65 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 60 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 57 59 58 44 47 35 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 57 56 54 53 45 44 47 35 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 50 49 55 54 53 45 44 47 35 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 50 49 52 51 46 45 44 47 35 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 50 49 48 38 42 46 45 44 47 35 + 6 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 42 46 45 44 47 35 + 7 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 42 46 45 44 43 5 4 3 36 + 35 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 42 41 40 5 4 3 36 35 + 9 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 37 9 8 7 6 5 4 3 36 + 35 + 10 - Boundary number + 33 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 36 35 + 11 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 34 + 12 - Boundary number + 33 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 64 69 68 63 62 61 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 67 66 65 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand Pleistoceen + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + wl_Betuwe (0-28) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVO) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke (DKO) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel Pzg_267 +Binnenwaartse stabiliteit [STBI] +Km 10-30,4 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 0 0 0 0 0 0 0 + 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 47.470 55.050 10 X-direction + 6.590 12.430 5 Y-direction + 2.000 -5.000 10 Tangent lines + 76.240 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 15.00 = magnitude + 40.11 42.61 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 15 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) (0) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=300.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 76.240 76.240 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 76.240 76.240 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 76.24 = X co-ordinate indicating start of zone [m] + 76.24 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 76.24 = Left side minimum road [m] + 76.24 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_7.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_7.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_7.sti (revision 706) @@ -0,0 +1,1396 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:27:47 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_102_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 -0.100 0.000 + 2 5.020 -0.130 0.000 + 3 11.170 0.010 0.000 + 4 16.730 0.320 0.000 + 5 20.020 0.270 0.000 + 6 22.500 0.540 0.000 + 7 26.340 1.280 0.000 + 8 29.990 2.290 0.000 + 9 33.490 3.330 0.000 + 10 37.270 4.330 0.000 + 11 38.520 4.500 0.000 + 12 40.100 4.550 0.000 + 13 41.590 4.540 0.000 + 14 42.750 4.520 0.000 + 15 45.720 3.610 0.000 + 16 49.060 2.590 0.000 + 17 53.570 1.300 0.000 + 18 56.530 0.790 0.000 + 19 61.890 0.490 0.000 + 20 67.360 0.270 0.000 + 21 70.920 0.080 0.000 + 22 71.640 0.000 0.000 + 23 72.380 -0.320 0.000 + 24 72.930 -0.970 0.000 + 25 73.340 -1.360 0.000 + 26 75.370 -1.300 0.000 + 27 75.770 -0.690 0.000 + 28 76.400 -0.220 0.000 + 29 80.920 -0.310 0.000 + 30 83.730 -0.450 0.000 + 31 87.520 -0.770 0.000 + 32 90.030 -1.400 0.000 + 33 90.900 -2.120 0.000 + 34 60.000 -0.274 0.000 + 35 60.000 -2.000 0.000 + 36 40.000 -1.000 0.000 + 37 40.000 -2.200 0.000 + 38 20.000 -0.700 0.000 + 39 20.000 -2.200 0.000 + 40 20.000 -2.600 0.000 + 41 0.000 -0.700 0.000 + 42 0.000 -2.200 0.000 + 43 0.000 -2.600 0.000 + 44 72.041 -0.174 0.000 + 45 90.755 -2.000 0.000 + 46 0.000 3.700 0.000 + 47 72.006 -2.000 0.000 + 48 76.397 -2.000 0.000 + 49 38.532 3.500 0.000 + 50 41.573 3.500 0.000 + 51 72.934 -2.000 0.000 + 52 75.777 -2.000 0.000 + 53 0.000 -10.000 0.000 + 54 90.900 -10.000 0.000 + 55 0.000 3.700 0.000 + 56 34.917 3.700 0.000 + 57 36.910 3.500 0.000 + 58 55.500 0.249 0.000 + 59 65.000 -0.700 0.000 + 60 90.900 -0.700 0.000 + 61 58.000 1.080 0.000 + 62 73.919 -0.570 0.000 + 63 90.900 -0.640 0.000 + 64 43.941 3.500 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 44 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 45 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 36 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 51 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 45 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 44 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 13 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 61 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 58 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 54 + 1 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 42 35 37 43 44 45 46 47 34 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 41 36 37 43 44 45 46 47 34 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 40 38 39 48 23 24 52 45 46 47 + 34 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 40 38 39 48 23 24 25 26 27 53 + 46 47 34 + 5 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 40 38 39 48 23 24 25 26 27 28 + 29 30 31 32 33 34 + 6 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 49 50 51 13 14 15 16 17 18 19 + 20 21 22 23 24 25 26 27 28 29 + 30 31 32 33 34 + 7 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 55 56 62 63 57 58 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 59 60 61 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_101 +Binnenwaartse stabiliteit [STBI] +Km 10-9,9 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 49.317 66.601 10 X-direction + 10.863 13.327 5 Y-direction + 0.000 -10.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 39.00 41.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_11.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_11.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_11.sti (revision 706) @@ -0,0 +1,1400 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:41 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Z_165_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Klei antropogeen (1) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamOvenDry=0.01 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei Duinkerke (1) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand los (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (5) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 38 - Number of geometry points - + 1 0.000 -0.800 0.000 + 2 83.710 -0.800 0.000 + 3 0.000 -0.830 0.000 + 4 11.710 -0.810 0.000 + 5 21.800 -0.800 0.000 + 6 23.790 -0.890 0.000 + 7 24.059 -1.200 0.000 + 8 24.640 -1.870 0.000 + 9 25.910 -1.910 0.000 + 10 26.689 -1.200 0.000 + 11 26.920 -0.990 0.000 + 12 28.240 -0.800 0.000 + 13 63.580 -0.800 0.000 + 14 63.660 -0.820 0.000 + 15 63.999 -1.200 0.000 + 16 64.258 -1.490 0.000 + 17 64.580 -1.850 0.000 + 18 65.140 -1.830 0.000 + 19 65.431 -1.506 0.000 + 20 65.706 -1.200 0.000 + 21 65.850 -1.040 0.000 + 22 67.100 -0.800 0.000 + 23 69.530 -0.740 0.000 + 24 70.476 -0.800 0.000 + 25 0.000 -1.200 0.000 + 26 40.050 -1.200 0.000 + 27 61.000 -1.200 0.000 + 28 40.120 -2.800 0.000 + 29 61.000 -2.800 0.000 + 30 0.000 -2.800 0.000 + 31 64.250 -2.800 0.000 + 32 65.425 -2.800 0.000 + 33 71.580 -0.870 0.000 + 34 83.710 -0.820 0.000 + 35 83.710 -1.200 0.000 + 36 83.710 -2.800 0.000 + 37 0.000 -10.000 0.000 + 38 83.710 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 42 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 15 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 22 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 2 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 12 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 16 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 19 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 33 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 36 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 41 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 40 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 17 18 37 38 + 39 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 17 18 37 30 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 17 18 19 20 + 30 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 34 13 14 15 16 17 18 + 19 20 30 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 32 27 28 25 12 13 14 15 16 17 + 18 19 20 30 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 23 26 27 28 25 12 + 13 14 15 16 17 18 19 20 30 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 23 24 25 12 13 14 + 15 16 17 18 19 20 30 + 10 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 8 9 22 10 11 12 + 13 14 15 16 17 18 19 20 30 + 11 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 8 9 22 29 19 20 + 30 + 12 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 22 + 29 19 20 30 + 13 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 2 31 22 29 19 20 30 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei antropogeen (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Veen Holland (naast) (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen Holland (naast) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Veen Holland (naast) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Veen Holland (onder) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Klei antropogeen (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_162 +Binnenwaartse stabiliteit [STBI] +Km 10-16,0 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[CIRCLES] + 58.150 64.150 10 X-direction + 2.169 9.730 10 Y-direction + 1.000 -5.000 15 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 50.00 52.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 13 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_8.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_8.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_8.sti (revision 706) @@ -0,0 +1,1729 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:42 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Y_117_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen (2) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (9) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (5) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (6) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (6) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (10) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 68 - Number of geometry points - + 1 83.890 -0.100 0.000 + 2 0.000 0.000 0.000 + 3 0.000 3.500 0.000 + 4 0.000 0.030 0.000 + 5 5.110 0.160 0.000 + 6 5.480 0.000 0.000 + 7 5.780 -0.130 0.000 + 8 6.420 -0.980 0.000 + 9 7.410 -0.980 0.000 + 10 8.503 0.000 0.000 + 11 8.570 0.060 0.000 + 12 13.150 0.130 0.000 + 13 64.465 -0.100 0.000 + 14 64.860 -0.260 0.000 + 15 64.915 -0.300 0.000 + 16 68.900 -0.540 0.000 + 17 70.540 -0.310 0.000 + 18 80.207 -0.100 0.000 + 19 83.890 -0.020 0.000 + 20 63.020 -0.300 0.000 + 21 64.860 -0.300 0.000 + 22 44.500 0.000 0.000 + 23 46.232 -0.152 0.000 + 24 52.500 -0.700 0.000 + 25 53.037 -1.239 0.000 + 26 53.497 -1.700 0.000 + 27 55.807 -1.700 0.000 + 28 56.104 -1.100 0.000 + 29 56.500 -0.300 0.000 + 30 18.000 0.000 0.000 + 31 38.000 -0.200 0.000 + 32 0.000 -1.900 0.000 + 33 18.000 -1.900 0.000 + 34 38.000 -2.300 0.000 + 35 13.589 0.141 0.000 + 36 64.156 0.025 0.000 + 37 61.403 0.031 0.000 + 38 44.312 0.070 0.000 + 39 0.000 3.500 0.000 + 40 66.000 -1.050 0.000 + 41 0.100 3.500 0.000 + 42 66.000 -0.205 0.000 + 43 64.157 0.024 0.000 + 44 65.939 -1.043 0.000 + 45 68.121 -1.050 0.000 + 46 73.532 -0.245 0.000 + 47 59.679 -0.300 0.000 + 48 56.801 0.042 0.000 + 49 64.149 0.025 0.000 + 50 66.000 -1.050 0.000 + 51 66.000 -0.205 0.000 + 52 66.018 -1.100 0.000 + 53 66.280 -1.290 0.000 + 54 67.770 -1.280 0.000 + 55 68.045 -1.100 0.000 + 56 66.000 -1.100 0.000 + 57 0.000 -4.800 0.000 + 58 18.000 -4.800 0.000 + 59 55.000 -4.200 0.000 + 60 66.000 -4.181 0.000 + 61 83.890 -0.300 0.000 + 62 83.890 -1.050 0.000 + 63 68.100 -1.100 0.000 + 64 83.890 -1.100 0.000 + 65 68.100 -4.173 0.000 + 66 83.890 -4.145 0.000 + 67 0.000 -10.000 0.000 + 68 83.890 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 74 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 35 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 44 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 46 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 15 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 47 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 20 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 25 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 35 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 48 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 37 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 49 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 36 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 19 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 41 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 43 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 51 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 46 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 52 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 45 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 56 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 52 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 56 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 61 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 62 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 63 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 65 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 63 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 +[END OF CURVES] + +[BOUNDARIES] + 20 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 74 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 71 73 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 71 72 70 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 69 70 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 60 68 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 60 15 + 16 17 67 + 6 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 60 15 + 16 17 18 19 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 61 62 57 58 + 59 60 15 16 17 18 19 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 30 31 47 56 + 57 58 59 60 15 16 17 18 19 + 9 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 30 31 47 48 + 50 15 16 17 18 19 + 10 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 30 31 32 21 + 22 14 48 50 15 16 17 18 19 + 11 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 33 34 35 25 + 26 27 28 29 30 31 32 21 22 14 + 48 50 15 16 17 18 19 + 12 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 23 24 25 26 27 28 29 30 31 32 + 21 22 14 48 50 15 16 17 18 19 + 13 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 46 32 21 22 14 48 50 15 16 + 17 18 19 + 14 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 20 21 22 14 48 50 15 16 + 17 18 19 + 15 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 52 11 12 13 14 48 50 + 15 16 17 18 19 + 16 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 52 53 55 18 19 + 17 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 52 10 45 + 18 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 44 45 + 19 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 39 40 41 42 43 44 45 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 20 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 20 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 20 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 19 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_115 +Binnenwaartse stabiliteit [STBI] +Km 10-11,3 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 19 Number of layers + 19 100 + 18 100 100 + 17 100 100 100 + 16 100 100 100 100 + 15 100 100 100 100 100 + 14 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 49.272 58.593 15 X-direction + 21.996 29.299 15 Y-direction + 1.000 -6.000 15 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 36.50 39.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 13 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 19 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_13.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_13.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_13.sti (revision 706) @@ -0,0 +1,1388 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:08:34 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_199_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 45 - Number of geometry points - + 1 0.000 -0.250 0.000 + 2 8.680 -0.200 0.000 + 3 14.850 -0.530 0.000 + 4 17.090 -0.350 0.000 + 5 19.470 -0.190 0.000 + 6 21.750 0.080 0.000 + 7 23.910 0.370 0.000 + 8 26.430 1.670 0.000 + 9 27.630 1.990 0.000 + 10 28.220 2.330 0.000 + 11 29.340 2.600 0.000 + 12 30.420 2.710 0.000 + 13 33.430 2.750 0.000 + 14 36.580 2.670 0.000 + 15 37.580 2.570 0.000 + 16 38.680 2.240 0.000 + 17 41.120 1.300 0.000 + 18 43.660 0.420 0.000 + 19 47.050 0.140 0.000 + 20 49.150 -0.500 0.000 + 21 50.946 -1.500 0.000 + 22 51.090 -1.580 0.000 + 23 60.130 -2.060 0.000 + 24 74.320 -2.200 0.000 + 25 0.000 -1.500 0.000 + 26 24.038 -1.500 0.000 + 27 43.700 -1.500 0.000 + 28 0.000 -4.500 0.000 + 29 24.038 -4.500 0.000 + 30 43.759 -4.500 0.000 + 31 51.128 -4.500 0.000 + 32 74.320 -4.500 0.000 + 33 0.000 -15.000 0.000 + 34 74.320 -15.000 0.000 + 35 0.000 1.500 0.000 + 36 17.743 1.500 0.000 + 37 26.038 1.500 0.000 + 38 28.100 1.200 0.000 + 39 37.026 1.200 0.000 + 40 51.890 -3.000 0.000 + 41 74.320 -3.000 0.000 + 42 51.000 -1.310 0.000 + 43 74.320 -2.108 0.000 + 44 47.050 -1.650 0.000 + 45 17.766 1.500 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 19 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 42 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 28 33 31 32 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 28 29 26 30 31 32 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 28 29 26 27 21 22 23 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 25 26 27 21 22 23 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 24 19 20 21 22 23 + 6 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 41 42 39 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 40 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_196 +Binnenwaartse stabiliteit [STBI] +Km 10-19,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 40.976 54.979 10 X-direction + 5.990 14.599 5 Y-direction + -0.579 -12.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 15.00 = magnitude + 33.28 35.78 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.sbn =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_2.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_2.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_2.sti (revision 706) @@ -0,0 +1,1528 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:23:00 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_024_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei antropogeen (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 71 - Number of geometry points - + 1 0.000 4.400 0.000 + 2 0.000 1.310 0.000 + 3 10.760 1.210 0.000 + 4 17.510 1.380 0.000 + 5 19.030 1.010 0.000 + 6 20.060 0.320 0.000 + 7 21.240 -0.490 0.000 + 8 22.460 -0.010 0.000 + 9 23.070 0.610 0.000 + 10 27.990 0.810 0.000 + 11 33.660 1.040 0.000 + 12 41.590 2.430 0.000 + 13 45.920 4.040 0.000 + 14 49.310 5.470 0.000 + 15 50.610 5.570 0.000 + 16 51.030 5.590 0.000 + 17 51.820 5.600 0.000 + 18 52.640 5.570 0.000 + 19 53.030 5.560 0.000 + 20 53.700 5.570 0.000 + 21 57.120 4.550 0.000 + 22 61.680 3.040 0.000 + 23 66.950 1.670 0.000 + 24 75.610 1.150 0.000 + 25 82.910 0.620 0.000 + 26 83.277 0.400 0.000 + 27 84.019 -0.045 0.000 + 28 84.760 -0.490 0.000 + 29 85.126 -0.700 0.000 + 30 85.474 -0.900 0.000 + 31 85.648 -1.000 0.000 + 32 85.840 -1.110 0.000 + 33 87.460 -1.060 0.000 + 34 87.573 -1.000 0.000 + 35 87.762 -0.900 0.000 + 36 88.139 -0.700 0.000 + 37 88.440 -0.540 0.000 + 38 89.960 0.400 0.000 + 39 99.150 0.570 0.000 + 40 53.682 5.000 0.000 + 41 61.479 2.400 0.000 + 42 66.954 1.070 0.000 + 43 75.644 0.550 0.000 + 44 76.298 0.371 0.000 + 45 51.777 4.500 0.000 + 46 58.200 1.100 0.000 + 47 61.200 0.200 0.000 + 48 74.200 -0.500 0.000 + 49 0.000 -1.000 0.000 + 50 85.000 -1.000 0.000 + 51 0.000 -4.500 0.000 + 52 50.000 -4.500 0.000 + 53 85.000 -4.500 0.000 + 54 88.500 -1.000 0.000 + 55 99.150 -1.000 0.000 + 56 88.500 -4.500 0.000 + 57 99.150 -4.500 0.000 + 58 0.000 -10.000 0.000 + 59 99.150 -10.000 0.000 + 60 0.000 4.500 0.000 + 61 48.000 4.500 0.000 + 62 66.955 1.053 0.000 + 63 84.533 -0.350 0.000 + 64 99.150 -0.350 0.000 + 65 21.707 4.500 0.000 + 66 86.103 -0.100 0.000 + 67 99.150 -0.300 0.000 + 68 50.000 3.600 0.000 + 69 57.833 3.600 0.000 + 70 61.476 2.389 0.000 + 71 67.060 2.320 0.000 +[END OF POINTS] + +[CURVES] + 70 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 27 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 44 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 50 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 56 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 65 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 68 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 62 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 71 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 66 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 51 52 56 58 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 51 52 56 57 55 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 50 30 31 32 54 55 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 50 30 31 32 33 34 35 + 36 37 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 49 50 30 31 32 33 34 35 36 37 + 6 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 44 45 46 47 48 43 26 + 27 28 29 30 31 32 33 34 35 36 + 37 + 7 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 38 39 40 + 41 42 43 26 27 28 29 30 31 32 + 33 34 35 36 37 + 8 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 60 65 66 67 68 61 62 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 63 69 70 64 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_24 +Binnenwaartse stabiliteit [STBI] +Km 10-2,1 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 57.360 77.294 10 X-direction + 11.260 22.215 5 Y-direction + 1.000 -10.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 50.00 52.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_4.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_4.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_4.sti (revision 706) @@ -0,0 +1,1464 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:25:03 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_054_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 68 - Number of geometry points - + 1 0.000 0.520 0.000 + 2 14.370 0.470 0.000 + 3 24.050 0.500 0.000 + 4 24.960 0.140 0.000 + 5 25.480 -0.540 0.000 + 6 27.250 -0.740 0.000 + 7 28.200 0.210 0.000 + 8 29.800 0.490 0.000 + 9 37.810 0.730 0.000 + 10 44.880 1.460 0.000 + 11 50.770 2.570 0.000 + 12 55.800 3.830 0.000 + 13 58.860 4.800 0.000 + 14 59.740 4.870 0.000 + 15 60.950 4.880 0.000 + 16 62.150 4.850 0.000 + 17 62.990 4.740 0.000 + 18 65.870 3.780 0.000 + 19 71.560 2.030 0.000 + 20 74.930 1.320 0.000 + 21 79.710 1.050 0.000 + 22 83.450 1.010 0.000 + 23 88.250 0.380 0.000 + 24 90.680 -0.080 0.000 + 25 91.280 -0.650 0.000 + 26 92.160 -0.930 0.000 + 27 93.200 -1.550 0.000 + 28 95.030 -1.010 0.000 + 29 95.690 -0.740 0.000 + 30 96.600 -0.060 0.000 + 31 105.470 0.260 0.000 + 32 105.470 -10.000 0.000 + 33 0.000 -10.000 0.000 + 34 0.000 -2.000 0.000 + 35 105.470 -2.000 0.000 + 36 105.470 -0.800 0.000 + 37 0.000 -0.800 0.000 + 38 95.543 -0.800 0.000 + 39 91.751 -0.800 0.000 + 40 24.991 0.100 0.000 + 41 28.090 0.100 0.000 + 42 89.729 0.100 0.000 + 43 101.035 0.100 0.000 + 44 0.000 4.200 0.000 + 45 105.470 -0.700 0.000 + 46 0.000 4.200 0.000 + 47 105.470 0.050 0.000 + 48 56.973 4.200 0.000 + 49 90.719 -0.700 0.000 + 50 66.385 3.000 0.000 + 51 91.647 -2.000 0.000 + 52 95.510 -2.000 0.000 + 53 93.583 0.300 0.000 + 54 74.866 1.180 0.000 + 55 60.800 3.500 0.000 + 56 70.000 0.000 0.000 + 57 81.000 -0.500 0.000 + 58 69.737 0.100 0.000 + 59 59.100 3.500 0.000 + 60 82.531 1.020 0.000 + 61 81.604 0.100 0.000 + 62 62.854 4.140 0.000 + 63 71.368 1.400 0.000 + 64 74.845 0.720 0.000 + 65 74.900 0.649 0.000 + 66 59.712 3.000 0.000 + 67 71.353 1.368 0.000 + 68 26.620 4.200 0.000 +[END OF POINTS] + +[CURVES] + 69 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 40 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 41 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 60 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 42 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 38 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 31 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 26 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 58 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 45 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 38 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 58 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 56 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 61 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 55 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 59 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 61 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 62 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 49 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 66 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 50 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 67 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 65 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 68 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 54 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 45 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 38 39 40 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 38 39 49 42 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 38 39 49 32 33 34 35 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 38 48 37 29 30 31 32 33 34 35 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 41 37 29 30 31 32 33 34 35 + 6 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 43 53 54 + 55 44 27 28 36 37 29 30 31 32 + 33 34 35 + 7 - Boundary number + 26 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 43 53 54 + 55 56 24 25 26 27 28 36 37 29 + 30 31 32 33 34 35 + 8 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 58 57 52 53 54 55 + 56 24 25 26 27 28 36 37 29 30 + 31 32 33 34 35 + 9 - Boundary number + 36 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 62 59 60 + 61 56 24 25 26 27 28 36 37 29 + 30 31 32 33 34 35 + 10 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 36 37 + 29 30 31 32 33 34 35 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 46 64 65 66 67 63 47 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 68 69 51 50 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_54 +Binnenwaartse stabiliteit [STBI] +Km 10-5,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 70.186 105.379 10 X-direction + 26.824 32.618 10 Y-direction + 3.000 -3.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 60.00 62.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 10 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/locations.csv =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/locations.csv (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/locations.csv (revision 706) @@ -0,0 +1,24 @@ +location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;PenetrationLength;TrafficLoad;polderlevel;head_pl2;ophoogmateriaaldijk;ophoogmateriaalberm;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLIneOffsetBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;minimal_circle_depth;SlopeDampingPiezometricHeightPolderside;UseNewDikeTopWidth;NewDikeTopWidth;UseNewDikeSlopeInside;NewDikeSlopeInside;UseNewDikeSlopeOutside;NewDikeSlopeOutside;UseNewShoulderTopSlope;NewShoulderTopSlope;UseNewShoulderBaseSlope;NewShoulderBaseSlope;UseNewMaxHeightShoulderAsFraction;NewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;NewMinDistanceDikeToeStartDitch;UseNewDitchDefinition;NewWidthDitchBottom;NewDepthDitch;NewSlopeAngleDitch +DWP_1;DWP_1;DWP_1;99718;437106;-8.42;0;13;1.6;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_2;DWP_2;DWP_2;100130;437229;-11.31;0;13;-0.35;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_3;DWP_3;DWP_3;101611;437577;-11.6;0;13;-0.7;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_4;DWP_4;DWP_4;102397;438403;-20.86;0;13;-0.7;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_5;DWP_5;DWP_5;103367;439210;-15.66;0;13;-0.7;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_6;DWP_6;DWP_6;103496;439515;-6.44;0;13;-0.7;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_7;DWP_7;DWP_7;103954;440651;-0.52;0;13;-0.7;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_8;DWP_8;DWP_8;104115;440659;2.07;0;13;-1.05;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_9;DWP_9;DWP_9;104178;441030;8.84;0;13;-1.1;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_10;DWP_10;DWP_10;103535;441992;8.14;0;13;-1;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_11;DWP_11;DWP_11;103167;442590;-11.57;0;13;-1.35;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_12;DWP_12;DWP_12;103641;442727;-9.82;0;13;-3;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_13;DWP_13;DWP_13;104631;442927;7.58;0;13;-3;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_14;DWP_14;DWP_14;104726;443275;-7.77;0;13;-1.65;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_15;DWP_15;DWP_15;105819;443749;-2.99;0;13;-1.2;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_16;DWP_16;DWP_16;106034;444348;5.21;0;13;-0.7;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_17;DWP_17;DWP_17;106385;444649;0.47;0;13;-0.8;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_18;DWP_18;DWP_18;106511;444934;5.28;0;13;-0.8;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_19;DWP_19;DWP_19;107637;445483;-1.71;0;13;-1.2;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_20;DWP_20;DWP_20;108263;446056;2.05;0;13;-1.2;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_21;DWP_21;DWP_21;108898;446548;5.23;0;13;-1.3;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_22;DWP_22;DWP_22;109395;446544;5.96;0;13;-1.3;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 +DWP_23;DWP_23;DWP_23;109682;446726;4.51;0;13;-1.3;0;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.5;0.5;0.2;0.2;0.333;1;1;1.5;0;FALSE;5;FALSE;0.333;FALSE;0.333;TRUE;0.05;FALSE;0.333;FALSE;0.5;FALSE;3;FALSE;1;1;1 Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_13.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_13.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_13.sti (revision 706) @@ -0,0 +1,1388 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:08:34 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_199_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 45 - Number of geometry points - + 1 0.000 -0.250 0.000 + 2 8.680 -0.200 0.000 + 3 14.850 -0.530 0.000 + 4 17.090 -0.350 0.000 + 5 19.470 -0.190 0.000 + 6 21.750 0.080 0.000 + 7 23.910 0.370 0.000 + 8 26.430 1.670 0.000 + 9 27.630 1.990 0.000 + 10 28.220 2.330 0.000 + 11 29.340 2.600 0.000 + 12 30.420 2.710 0.000 + 13 33.430 2.750 0.000 + 14 36.580 2.670 0.000 + 15 37.580 2.570 0.000 + 16 38.680 2.240 0.000 + 17 41.120 1.300 0.000 + 18 43.660 0.420 0.000 + 19 47.050 0.140 0.000 + 20 49.150 -0.500 0.000 + 21 50.946 -1.500 0.000 + 22 51.090 -1.580 0.000 + 23 60.130 -2.060 0.000 + 24 74.320 -2.200 0.000 + 25 0.000 -1.500 0.000 + 26 24.038 -1.500 0.000 + 27 43.700 -1.500 0.000 + 28 0.000 -4.500 0.000 + 29 24.038 -4.500 0.000 + 30 43.759 -4.500 0.000 + 31 51.128 -4.500 0.000 + 32 74.320 -4.500 0.000 + 33 0.000 -15.000 0.000 + 34 74.320 -15.000 0.000 + 35 0.000 1.500 0.000 + 36 17.743 1.500 0.000 + 37 26.038 1.500 0.000 + 38 28.100 1.200 0.000 + 39 37.026 1.200 0.000 + 40 51.890 -3.000 0.000 + 41 74.320 -3.000 0.000 + 42 51.000 -1.310 0.000 + 43 74.320 -2.108 0.000 + 44 47.050 -1.650 0.000 + 45 17.766 1.500 0.000 +[END OF POINTS] + +[CURVES] + 44 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 19 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 21 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 45 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 42 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 34 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 28 33 31 32 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 28 29 26 30 31 32 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 28 29 26 27 21 22 23 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 25 26 27 21 22 23 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 24 19 20 21 22 23 + 6 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 35 36 37 38 41 42 39 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 40 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_196 +Binnenwaartse stabiliteit [STBI] +Km 10-19,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 40.976 54.979 10 X-direction + 5.990 14.599 5 Y-direction + -0.579 -12.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 15.00 = magnitude + 33.28 35.78 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_10.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_10.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_10.sti (revision 706) @@ -0,0 +1,1524 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:41:08 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_149_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 70 - Number of geometry points - + 1 0.000 0.030 0.000 + 2 9.170 -0.060 0.000 + 3 10.300 -0.040 0.000 + 4 10.760 -0.890 0.000 + 5 11.350 -1.250 0.000 + 6 12.080 -1.120 0.000 + 7 12.400 -0.390 0.000 + 8 12.690 -0.050 0.000 + 9 13.273 0.005 0.000 + 10 14.453 0.003 0.000 + 11 16.410 -0.030 0.000 + 12 16.495 -0.020 0.000 + 13 18.120 0.180 0.000 + 14 21.820 1.190 0.000 + 15 25.640 2.280 0.000 + 16 29.550 3.580 0.000 + 17 29.860 3.740 0.000 + 18 30.570 3.790 0.000 + 19 31.880 3.800 0.000 + 20 33.180 3.810 0.000 + 21 34.550 3.540 0.000 + 22 35.690 2.900 0.000 + 23 36.550 2.570 0.000 + 24 37.100 2.570 0.000 + 25 37.850 2.600 0.000 + 26 41.240 2.910 0.000 + 27 43.040 3.040 0.000 + 28 46.970 3.090 0.000 + 29 47.910 2.990 0.000 + 30 48.970 2.830 0.000 + 31 51.230 2.720 0.000 + 32 52.230 2.670 0.000 + 33 54.290 1.640 0.000 + 34 54.520 1.440 0.000 + 35 57.900 0.970 0.000 + 36 59.960 -0.290 0.000 + 37 60.100 -0.413 0.000 + 38 60.705 -0.949 0.000 + 39 60.830 -1.060 0.000 + 40 61.280 -1.320 0.000 + 41 61.950 -1.130 0.000 + 42 62.470 -0.500 0.000 + 43 76.680 -0.520 0.000 + 44 32.000 0.000 0.000 + 45 58.000 -0.400 0.000 + 46 0.000 -3.000 0.000 + 47 16.000 -3.000 0.000 + 48 32.000 -3.000 0.000 + 49 58.000 -3.200 0.000 + 50 60.700 -3.201 0.000 + 51 0.000 -5.000 0.000 + 52 16.000 -5.000 0.000 + 53 32.000 -5.000 0.000 + 54 58.000 -5.000 0.000 + 55 60.700 -5.000 0.000 + 56 62.000 -3.202 0.000 + 57 76.680 -3.206 0.000 + 58 62.000 -5.000 0.000 + 59 76.680 -5.000 0.000 + 60 0.000 -10.276 0.000 + 61 76.680 -10.276 0.000 + 62 0.000 3.100 0.000 + 63 28.110 3.100 0.000 + 64 34.000 3.100 0.000 + 65 55.000 -1.000 0.000 + 66 76.680 -1.000 0.000 + 67 36.664 2.400 0.000 + 68 60.500 1.100 0.000 + 69 76.680 1.000 0.000 + 70 11.121 3.100 0.000 +[END OF POINTS] + +[CURVES] + 70 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 37 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 38 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 56 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 56 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 58 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 56 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 70 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 67 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 62 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 59 61 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 59 60 57 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 55 58 57 + 4 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 55 50 38 39 40 56 + 57 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 54 55 50 38 39 40 41 + 42 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 46 47 48 49 50 38 39 40 41 42 + 7 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 43 44 45 37 38 39 40 41 42 + 8 - Boundary number + 42 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 39 40 + 41 42 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 63 64 65 66 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 69 70 67 68 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_147 +Binnenwaartse stabiliteit [STBI] +Km 10-14,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 53.371 61.416 10 X-direction + 5.361 8.188 5 Y-direction + 1.000 -6.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 31.00 33.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/soilmaterials.mds =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/soilmaterials.mds (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/soilmaterials.mds (revision 706) @@ -0,0 +1,25 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.cpg =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.cpg (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.cpg (revision 706) @@ -0,0 +1 @@ +UTF-8 \ No newline at end of file Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_19.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_19.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_19.sti (revision 706) @@ -0,0 +1,3278 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:14:31 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_311_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 17 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) (0) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand Pleistoceen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Betuwe (0-28) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 65 - Number of geometry points - + 1 76.240 -0.360 0.000 + 2 69.150 -0.580 0.000 + 3 68.401 -1.300 0.000 + 4 68.130 -1.560 0.000 + 5 67.140 -1.550 0.000 + 6 66.720 -1.300 0.000 + 7 65.313 -0.462 0.000 + 8 65.310 -0.460 0.000 + 9 58.380 -0.100 0.000 + 10 51.370 0.280 0.000 + 11 50.360 0.580 0.000 + 12 49.378 0.932 0.000 + 13 47.070 1.760 0.000 + 14 44.830 3.000 0.000 + 15 44.220 3.330 0.000 + 16 43.450 3.430 0.000 + 17 41.490 3.520 0.000 + 18 39.710 3.490 0.000 + 19 38.860 3.350 0.000 + 20 38.040 3.150 0.000 + 21 33.760 2.100 0.000 + 22 30.350 1.320 0.000 + 23 28.768 0.847 0.000 + 24 27.240 0.390 0.000 + 25 26.210 0.200 0.000 + 26 23.740 -0.020 0.000 + 27 21.440 -0.160 0.000 + 28 20.430 -0.500 0.000 + 29 19.870 -0.830 0.000 + 30 19.030 -1.560 0.000 + 31 17.720 -1.530 0.000 + 32 16.820 -0.540 0.000 + 33 13.440 -0.490 0.000 + 34 0.000 -0.440 0.000 + 35 76.240 -1.300 0.000 + 36 76.240 -3.200 0.000 + 37 68.401 -3.200 0.000 + 38 48.704 0.272 0.000 + 39 33.240 0.223 0.000 + 40 51.580 -1.300 0.000 + 41 48.705 -1.300 0.000 + 42 66.710 -3.200 0.000 + 43 51.450 -3.200 0.000 + 44 48.705 -3.039 0.000 + 45 33.154 -1.739 0.000 + 46 26.490 -2.100 0.000 + 47 0.000 -2.100 0.000 + 48 41.240 -1.300 0.000 + 49 41.240 -2.600 0.000 + 50 33.154 -3.624 0.000 + 51 26.240 -4.500 0.000 + 52 0.000 -4.500 0.000 + 53 41.240 -4.200 0.000 + 54 76.240 -10.000 0.000 + 55 0.000 -10.000 0.000 + 56 76.240 -1.200 0.000 + 57 64.240 -1.200 0.000 + 58 51.014 0.126 0.000 + 59 44.132 1.300 0.000 + 60 32.702 1.800 0.000 + 61 0.000 1.800 0.000 + 62 76.240 -0.500 0.000 + 63 64.240 -0.500 0.000 + 64 18.770 1.800 0.000 + 65 34.710 1.300 0.000 +[END OF POINTS] + +[CURVES] + 69 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 10 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 6 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 6 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 44 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 37 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 41 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 48 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 43 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 53 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 62 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 63 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 64 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 59 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 65 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 60 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 57 59 58 44 47 35 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 57 56 54 53 45 44 47 35 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 50 49 55 54 53 45 44 47 35 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 50 49 52 51 46 45 44 47 35 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 50 49 48 38 42 46 45 44 47 35 + 6 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 42 46 45 44 47 35 + 7 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 42 46 45 44 43 5 4 3 36 + 35 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 42 41 40 5 4 3 36 35 + 9 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 39 + 38 37 9 8 7 6 5 4 3 36 + 35 + 10 - Boundary number + 33 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 36 35 + 11 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 34 + 12 - Boundary number + 33 - number of curves on boundary, next line(s) are curvenumbers + 33 32 31 30 29 28 27 26 25 24 + 23 22 21 20 19 18 17 16 15 14 + 13 12 11 10 9 8 7 6 5 4 + 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 64 69 68 63 62 61 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 67 66 65 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand Pleistoceen + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + wl_Betuwe (0-28) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVO) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke (DKO) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel Pzg_267 +Binnenwaartse stabiliteit [STBI] +Km 10-30,4 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 0 0 0 0 0 0 0 0 + 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 47.470 55.050 10 X-direction + 6.590 12.430 5 Y-direction + 2.000 -5.000 10 Tangent lines + 76.240 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 15.00 = magnitude + 40.11 42.61 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 15 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) (0) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=300.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 76.240 76.240 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 76.240 76.240 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 76.24 = X co-ordinate indicating start of zone [m] + 76.24 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 76.24 = Left side minimum road [m] + 76.24 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_18.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_18.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_18.sti (revision 706) @@ -0,0 +1,3418 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:09:10 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_286_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 19 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 1.300 0.000 + 2 0.000 -0.300 0.000 + 3 66.220 -0.300 0.000 + 4 28.500 0.700 0.000 + 5 31.807 1.680 0.000 + 6 32.791 1.960 0.000 + 7 36.120 2.290 0.000 + 8 0.000 0.470 0.000 + 9 11.290 0.340 0.000 + 10 12.170 -0.060 0.000 + 11 12.960 -0.070 0.000 + 12 13.980 0.320 0.000 + 13 19.510 0.350 0.000 + 14 24.720 0.520 0.000 + 15 42.760 0.400 0.000 + 16 43.710 0.180 0.000 + 17 46.740 0.040 0.000 + 18 46.940 -0.020 0.000 + 19 47.150 0.040 0.000 + 20 50.080 0.330 0.000 + 21 50.130 0.240 0.000 + 22 53.080 0.190 0.000 + 23 55.410 0.260 0.000 + 24 55.830 0.350 0.000 + 25 66.220 0.740 0.000 + 26 28.456 0.000 0.000 + 27 38.900 0.000 0.000 + 28 28.473 -2.000 0.000 + 29 38.900 -2.000 0.000 + 30 0.000 -2.000 0.000 + 31 28.508 -5.500 0.000 + 32 38.900 -5.500 0.000 + 33 0.000 -5.500 0.000 + 34 28.569 -11.500 0.000 + 35 38.900 -11.500 0.000 + 36 0.000 -11.500 0.000 + 37 41.499 0.269 0.000 + 38 33.500 2.390 0.000 + 39 27.231 0.170 0.000 + 40 25.810 0.730 0.000 + 41 28.640 1.700 0.000 + 42 31.520 2.680 0.000 + 43 32.720 2.960 0.000 + 44 33.830 2.990 0.000 + 45 34.350 2.970 0.000 + 46 34.960 2.950 0.000 + 47 36.170 2.890 0.000 + 48 37.110 2.540 0.000 + 49 40.630 1.200 0.000 + 50 66.220 -2.000 0.000 + 51 66.220 -5.500 0.000 + 52 66.220 -11.500 0.000 + 53 0.000 -15.000 0.000 + 54 66.220 -15.000 0.000 + 55 0.000 1.700 0.000 + 56 28.547 1.700 0.000 + 57 39.267 1.100 0.000 + 58 50.000 -0.800 0.000 + 59 66.220 -0.800 0.000 + 60 66.220 0.600 0.000 + 61 41.404 0.289 0.000 + 62 43.644 0.047 0.000 + 63 29.931 1.110 0.000 + 64 42.506 0.670 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 37 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 39 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 26 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 37 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 15 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 7 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 4 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 15 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 61 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 58 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 63 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 57 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 60 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 36 34 53 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 52 + 3 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 31 51 + 4 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 36 34 35 31 27 23 24 10 11 12 + 13 14 15 16 17 18 19 + 5 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 32 33 34 35 31 27 23 24 10 11 + 12 13 14 15 16 17 18 19 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 32 30 31 27 23 24 10 11 12 13 + 14 15 16 17 18 19 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 28 29 30 31 27 23 24 10 11 12 + 13 14 15 16 17 18 19 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 28 26 27 23 24 10 11 12 13 14 + 15 16 17 18 19 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 21 25 26 + 27 23 24 10 11 12 13 14 15 16 + 17 18 19 + 10 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 21 22 23 + 24 10 11 12 13 14 15 16 17 18 + 19 + 11 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 20 39 1 2 + 37 38 3 24 10 11 12 13 14 15 + 16 17 18 19 + 12 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 4 5 6 7 8 9 40 41 42 43 + 44 45 46 47 48 49 50 10 11 12 + 13 14 15 16 17 18 19 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 54 60 61 56 57 58 55 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 62 63 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + zand los + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_283 +Binnenwaartse stabiliteit [STBI] +Km 10-28,0 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 38.075 51.785 10 X-direction + 8.732 17.292 5 Y-direction + 1.892 -8.108 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 33.11 35.61 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_7.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_7.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_7.sti (revision 706) @@ -0,0 +1,1396 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:27:47 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_102_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 -0.100 0.000 + 2 5.020 -0.130 0.000 + 3 11.170 0.010 0.000 + 4 16.730 0.320 0.000 + 5 20.020 0.270 0.000 + 6 22.500 0.540 0.000 + 7 26.340 1.280 0.000 + 8 29.990 2.290 0.000 + 9 33.490 3.330 0.000 + 10 37.270 4.330 0.000 + 11 38.520 4.500 0.000 + 12 40.100 4.550 0.000 + 13 41.590 4.540 0.000 + 14 42.750 4.520 0.000 + 15 45.720 3.610 0.000 + 16 49.060 2.590 0.000 + 17 53.570 1.300 0.000 + 18 56.530 0.790 0.000 + 19 61.890 0.490 0.000 + 20 67.360 0.270 0.000 + 21 70.920 0.080 0.000 + 22 71.640 0.000 0.000 + 23 72.380 -0.320 0.000 + 24 72.930 -0.970 0.000 + 25 73.340 -1.360 0.000 + 26 75.370 -1.300 0.000 + 27 75.770 -0.690 0.000 + 28 76.400 -0.220 0.000 + 29 80.920 -0.310 0.000 + 30 83.730 -0.450 0.000 + 31 87.520 -0.770 0.000 + 32 90.030 -1.400 0.000 + 33 90.900 -2.120 0.000 + 34 60.000 -0.274 0.000 + 35 60.000 -2.000 0.000 + 36 40.000 -1.000 0.000 + 37 40.000 -2.200 0.000 + 38 20.000 -0.700 0.000 + 39 20.000 -2.200 0.000 + 40 20.000 -2.600 0.000 + 41 0.000 -0.700 0.000 + 42 0.000 -2.200 0.000 + 43 0.000 -2.600 0.000 + 44 72.041 -0.174 0.000 + 45 90.755 -2.000 0.000 + 46 0.000 3.700 0.000 + 47 72.006 -2.000 0.000 + 48 76.397 -2.000 0.000 + 49 38.532 3.500 0.000 + 50 41.573 3.500 0.000 + 51 72.934 -2.000 0.000 + 52 75.777 -2.000 0.000 + 53 0.000 -10.000 0.000 + 54 90.900 -10.000 0.000 + 55 0.000 3.700 0.000 + 56 34.917 3.700 0.000 + 57 36.910 3.500 0.000 + 58 55.500 0.249 0.000 + 59 65.000 -0.700 0.000 + 60 90.900 -0.700 0.000 + 61 58.000 1.080 0.000 + 62 73.919 -0.570 0.000 + 63 90.900 -0.640 0.000 + 64 43.941 3.500 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 44 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 45 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 36 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 51 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 45 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 44 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 13 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 61 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 58 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 54 + 1 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 42 35 37 43 44 45 46 47 34 + 2 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 41 36 37 43 44 45 46 47 34 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 40 38 39 48 23 24 52 45 46 47 + 34 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 40 38 39 48 23 24 25 26 27 53 + 46 47 34 + 5 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 40 38 39 48 23 24 25 26 27 28 + 29 30 31 32 33 34 + 6 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 49 50 51 13 14 15 16 17 18 19 + 20 21 22 23 24 25 26 27 28 29 + 30 31 32 33 34 + 7 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 55 56 62 63 57 58 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 59 60 61 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_101 +Binnenwaartse stabiliteit [STBI] +Km 10-9,9 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 49.317 66.601 10 X-direction + 10.863 13.327 5 Y-direction + 0.000 -10.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 39.00 41.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_23.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_23.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_23.sti (revision 706) @@ -0,0 +1,3135 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:28:57 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_369_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 16 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand Pleistoceen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 56 - Number of geometry points - + 1 78.000 -0.610 0.000 + 2 61.540 -0.210 0.000 + 3 60.566 -0.625 0.000 + 4 60.390 -0.700 0.000 + 5 59.790 -0.790 0.000 + 6 59.676 -0.625 0.000 + 7 58.970 0.400 0.000 + 8 56.008 0.454 0.000 + 9 53.710 0.700 0.000 + 10 51.440 1.990 0.000 + 11 48.870 2.880 0.000 + 12 46.600 3.150 0.000 + 13 45.510 3.210 0.000 + 14 42.260 3.350 0.000 + 15 39.080 3.380 0.000 + 16 37.670 3.290 0.000 + 17 35.000 3.230 0.000 + 18 33.490 3.070 0.000 + 19 32.707 2.603 0.000 + 20 30.910 1.530 0.000 + 21 27.990 1.610 0.000 + 22 24.340 1.200 0.000 + 23 24.173 1.140 0.000 + 24 22.450 0.520 0.000 + 25 21.530 0.610 0.000 + 26 20.080 1.120 0.000 + 27 17.440 1.240 0.000 + 28 0.000 1.060 0.000 + 29 78.000 -0.625 0.000 + 30 50.524 0.747 0.000 + 31 32.713 1.013 0.000 + 32 54.319 -0.625 0.000 + 33 50.524 -0.899 0.000 + 34 59.739 -0.716 0.000 + 35 78.000 -3.125 0.000 + 36 50.524 -3.125 0.000 + 37 41.389 -1.560 0.000 + 38 32.720 -0.821 0.000 + 39 32.771 -3.125 0.000 + 40 30.427 -0.625 0.000 + 41 0.000 -0.625 0.000 + 42 0.000 -3.125 0.000 + 43 59.669 -3.125 0.000 + 44 61.543 -0.625 0.000 + 45 61.560 -3.125 0.000 + 46 78.000 -10.000 0.000 + 47 0.000 -10.000 0.000 + 48 78.000 -1.300 0.000 + 49 57.153 -1.300 0.000 + 50 46.600 1.500 0.000 + 51 32.000 2.000 0.000 + 52 0.000 2.000 0.000 + 53 78.000 -0.560 0.000 + 54 59.545 0.240 0.000 + 55 22.127 2.000 0.000 + 56 34.000 1.500 0.000 +[END OF POINTS] + +[CURVES] + 60 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 34 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 44 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 9 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 6 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 35 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 45 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 36 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 36 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 38 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 6 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 44 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 50 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 56 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 52 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 48 44 39 38 37 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 47 46 45 44 39 38 37 + 3 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 43 45 44 39 + 38 37 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 43 42 41 40 + 39 38 37 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 36 40 39 + 38 37 + 6 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 36 40 39 + 49 6 5 4 3 30 50 37 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 36 35 34 + 6 5 4 3 30 50 37 + 8 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 31 9 8 + 7 6 5 4 3 30 50 37 + 9 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 30 50 37 + 10 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 51 50 37 + 11 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 51 29 + 12 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 55 60 59 54 53 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 58 57 56 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand Pleistoceen + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVO) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke (DKO) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Hollandveen (HVN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel Pzg_209 +Buitenwaartse stabiliteit [STBU] +Km 10-42,6 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 100 + 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 51.498 58.906 15 X-direction + 6.180 13.231 15 Y-direction + 0.892 -4.108 15 Tangent lines + 78.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 15.00 = magnitude + 40.00 42.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 78.000 78.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 78.000 78.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 0 0 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 78.00 = X co-ordinate indicating start of zone [m] + 78.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 78.00 = Left side minimum road [m] + 78.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_6.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_6.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_6.sti (revision 706) @@ -0,0 +1,1428 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:26:46 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_090_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +Klei, atropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand, antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei, humeus +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 65 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 7.780 -0.200 0.000 + 3 15.310 -0.150 0.000 + 4 15.559 -0.700 0.000 + 5 15.650 -0.900 0.000 + 6 16.200 -1.120 0.000 + 7 17.020 -0.810 0.000 + 8 17.106 -0.700 0.000 + 9 17.670 0.020 0.000 + 10 24.920 0.180 0.000 + 11 27.550 0.460 0.000 + 12 32.060 1.360 0.000 + 13 37.960 2.830 0.000 + 14 40.951 3.522 0.000 + 15 44.440 4.330 0.000 + 16 46.030 4.440 0.000 + 17 48.560 4.470 0.000 + 18 50.610 4.430 0.000 + 19 51.810 4.320 0.000 + 20 55.330 3.200 0.000 + 21 59.050 2.360 0.000 + 22 62.470 1.490 0.000 + 23 63.380 1.450 0.000 + 24 66.480 1.380 0.000 + 25 67.630 1.340 0.000 + 26 70.650 0.960 0.000 + 27 74.140 0.670 0.000 + 28 76.080 0.440 0.000 + 29 77.559 0.044 0.000 + 30 77.650 0.020 0.000 + 31 78.140 -0.890 0.000 + 32 79.170 -0.920 0.000 + 33 79.857 0.003 0.000 + 34 79.930 0.100 0.000 + 35 80.790 0.620 0.000 + 36 82.090 0.470 0.000 + 37 84.110 0.620 0.000 + 38 98.380 0.700 0.000 + 39 45.000 3.500 0.000 + 40 45.800 3.819 0.000 + 41 50.806 3.830 0.000 + 42 62.365 0.900 0.000 + 43 67.654 0.740 0.000 + 44 70.768 0.168 0.000 + 45 48.000 -1.000 0.000 + 46 0.000 -2.000 0.000 + 47 24.524 -2.000 0.000 + 48 47.965 -2.000 0.000 + 49 63.991 -1.500 0.000 + 50 77.650 -1.500 0.000 + 51 79.845 -1.500 0.000 + 52 98.380 -1.500 0.000 + 53 0.000 -15.000 0.000 + 54 98.380 -15.000 0.000 + 55 0.000 3.700 0.000 + 56 41.653 3.700 0.000 + 57 50.000 2.800 0.000 + 58 62.459 0.897 0.000 + 59 75.000 -0.700 0.000 + 60 98.380 -0.700 0.000 + 61 16.345 3.700 0.000 + 62 78.730 -0.670 0.000 + 63 98.380 -0.700 0.000 + 64 43.700 2.800 0.000 + 65 62.470 1.750 0.000 +[END OF POINTS] + +[CURVES] + 67 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 16 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 29 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 30 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 33 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 61 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 64 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 57 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 65 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 62 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 57 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 48 50 51 52 54 56 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 48 50 51 52 54 55 33 34 35 36 + 37 + 3 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 48 50 51 52 53 30 31 32 33 34 + 35 36 37 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 48 49 47 45 29 30 31 32 33 34 + 35 36 37 + 5 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 46 + 47 45 29 30 31 32 33 34 35 36 + 37 + 6 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 38 39 40 16 17 41 42 + 43 44 45 29 30 31 32 33 34 35 + 36 37 + 7 - Boundary number + 38 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 38 39 40 16 17 18 19 + 20 21 22 23 24 25 26 27 28 29 + 30 31 32 33 34 35 36 37 + 8 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 58 64 65 59 60 61 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 62 66 67 63 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_90 +Binnenwaartse stabiliteit [STBI] +Km 10-8,8 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 58.930 75.710 10 X-direction + 19.010 32.750 10 Y-direction + 0.000 -5.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 46.00 48.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_3.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_3.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_3.sti (revision 706) @@ -0,0 +1,1550 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:24:12 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_041_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 80 - Number of geometry points - + 1 0.000 0.360 0.000 + 2 10.590 0.480 0.000 + 3 16.950 0.390 0.000 + 4 17.370 -0.090 0.000 + 5 18.210 -0.510 0.000 + 6 19.480 -0.230 0.000 + 7 20.490 0.590 0.000 + 8 26.750 0.740 0.000 + 9 32.640 1.180 0.000 + 10 39.560 2.430 0.000 + 11 45.590 3.940 0.000 + 12 49.600 5.020 0.000 + 13 50.440 4.990 0.000 + 14 50.860 5.040 0.000 + 15 51.640 5.060 0.000 + 16 52.480 5.060 0.000 + 17 52.810 5.040 0.000 + 18 53.500 5.050 0.000 + 19 56.100 4.210 0.000 + 20 58.420 3.410 0.000 + 21 60.060 2.930 0.000 + 22 61.900 2.890 0.000 + 23 65.100 2.890 0.000 + 24 68.170 2.700 0.000 + 25 69.600 2.480 0.000 + 26 72.690 1.580 0.000 + 27 75.480 1.150 0.000 + 28 79.670 0.490 0.000 + 29 82.140 0.240 0.000 + 30 82.980 -0.020 0.000 + 31 83.720 -0.460 0.000 + 32 84.390 -1.100 0.000 + 33 86.670 -1.240 0.000 + 34 87.580 -0.500 0.000 + 35 89.290 0.170 0.000 + 36 101.400 0.320 0.000 + 37 101.400 -10.000 0.000 + 38 0.000 -10.000 0.000 + 39 18.190 -0.500 0.000 + 40 18.255 -0.500 0.000 + 41 83.762 -0.500 0.000 + 42 0.000 4.400 0.000 + 43 101.400 -0.700 0.000 + 44 0.000 4.400 0.000 + 45 101.400 -0.200 0.000 + 46 48.300 4.400 0.000 + 47 83.950 -0.700 0.000 + 48 17.990 -0.400 0.000 + 49 18.709 -0.400 0.000 + 50 83.619 -0.400 0.000 + 51 87.835 -0.400 0.000 + 52 0.000 -0.700 0.000 + 53 101.400 -0.700 0.000 + 54 0.000 -1.500 0.000 + 55 101.400 -1.500 0.000 + 56 0.000 -0.200 0.000 + 57 101.400 -0.200 0.000 + 58 17.590 -0.200 0.000 + 59 19.517 -0.200 0.000 + 60 83.283 -0.200 0.000 + 61 83.971 -0.700 0.000 + 62 87.334 -0.700 0.000 + 63 88.346 -0.200 0.000 + 64 56.950 3.300 0.000 + 65 87.567 -0.700 0.000 + 66 83.952 -1.500 0.000 + 67 87.516 -1.500 0.000 + 68 85.553 0.300 0.000 + 69 18.532 4.400 0.000 + 70 72.751 0.700 0.000 + 71 64.000 0.000 0.000 + 72 70.000 0.000 0.000 + 73 52.808 3.762 0.000 + 74 53.540 4.450 0.000 + 75 60.090 2.330 0.000 + 76 65.110 2.290 0.000 + 77 69.503 1.880 0.000 + 78 71.952 1.147 0.000 + 79 50.300 3.300 0.000 + 80 60.012 2.230 0.000 +[END OF POINTS] + +[CURVES] + 81 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 58 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 48 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 39 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 40 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 49 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 6 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 59 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 7 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 60 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 50 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 61 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 32 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 62 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 34 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 63 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 43 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 61 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 65 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 53 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 66 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 55 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 58 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 57 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 61 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 65 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 34 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 45 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 69 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 46 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 68 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 71 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 78 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 26 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 73 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 74 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 77 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 79 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 64 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 80 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 47 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 50 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 54 55 56 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 54 55 61 53 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 54 55 61 62 45 46 59 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 54 55 61 62 45 46 47 48 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 54 60 41 42 43 52 62 45 46 47 + 48 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 54 60 41 42 43 44 45 46 47 48 + 7 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 51 41 42 43 44 45 46 47 48 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 58 37 + 38 39 40 41 42 43 44 45 46 47 + 48 + 9 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 12 13 + 14 15 16 17 18 72 68 69 70 71 + 32 33 34 35 36 37 38 39 40 41 + 42 43 44 45 46 47 48 + 10 - Boundary number + 41 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 12 13 + 14 15 16 17 18 22 19 20 73 74 + 75 76 77 71 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 46 47 + 48 + 11 - Boundary number + 45 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 12 13 + 14 15 16 17 18 22 19 20 23 21 + 24 25 26 27 28 29 30 31 32 33 + 34 35 36 37 38 39 40 41 42 43 + 44 45 46 47 48 + 12 - Boundary number + 48 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 22 19 + 20 23 21 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 39 40 + 41 42 43 44 45 46 47 48 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 65 78 79 80 81 49 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 64 66 67 63 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_41 +Binnenwaartse stabiliteit [STBI] +Km 10-3,8 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 100 + 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 62.430 79.100 10 X-direction + 10.260 23.930 10 Y-direction + 3.000 -8.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 50.50 53.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 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Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_22.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_22.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_22.sti (revision 706) @@ -0,0 +1,3014 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:27:55 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_358_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 16 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=33023 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=nul +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand Pleistoceen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 49 - Number of geometry points - + 1 80.970 -2.800 0.000 + 2 68.633 -1.800 0.000 + 3 60.970 -0.580 0.000 + 4 54.970 -0.460 0.000 + 5 49.920 -0.220 0.000 + 6 47.880 0.150 0.000 + 7 46.080 0.690 0.000 + 8 45.070 0.810 0.000 + 9 43.100 0.870 0.000 + 10 41.260 0.890 0.000 + 11 40.370 1.060 0.000 + 12 36.670 2.530 0.000 + 13 36.080 2.550 0.000 + 14 34.490 2.550 0.000 + 15 32.770 2.550 0.000 + 16 32.040 2.520 0.000 + 17 28.070 1.160 0.000 + 18 25.610 0.490 0.000 + 19 24.470 0.310 0.000 + 20 17.180 0.020 0.000 + 21 16.880 -1.150 0.000 + 22 16.000 -1.190 0.000 + 23 15.420 -0.610 0.000 + 24 14.370 -0.250 0.000 + 25 0.000 -0.230 0.000 + 26 41.179 -1.027 0.000 + 27 34.970 -1.600 0.000 + 28 28.082 -0.347 0.000 + 29 60.970 -3.500 0.000 + 30 50.970 -3.500 0.000 + 31 49.958 -3.481 0.000 + 32 41.255 -3.318 0.000 + 33 80.970 -3.500 0.000 + 34 28.000 -3.051 0.000 + 35 20.970 -2.900 0.000 + 36 0.000 -2.886 0.000 + 37 34.970 -3.200 0.000 + 38 80.970 -10.000 0.000 + 39 0.000 -10.000 0.000 + 40 80.970 -1.300 0.000 + 41 50.970 -1.300 0.000 + 42 40.442 0.486 0.000 + 43 36.628 1.500 0.000 + 44 30.303 1.900 0.000 + 45 0.000 1.900 0.000 + 46 80.970 -1.300 0.000 + 47 49.920 0.009 0.000 + 48 16.470 1.900 0.000 + 49 31.547 1.500 0.000 +[END OF POINTS] + +[CURVES] + 49 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 5 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 3 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 28 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 32 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 49 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 40 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 37 36 39 38 32 31 30 34 + 2 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 37 36 35 27 26 33 32 31 30 34 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 28 27 26 33 + 32 31 30 34 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 28 27 26 33 + 32 31 30 29 2 1 + 5 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 28 27 26 25 + 4 3 2 1 + 6 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 18 17 16 15 + 14 13 12 11 10 9 8 7 6 5 + 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 44 49 48 43 42 41 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 47 46 45 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand Pleistoceen + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Hollandveen (HVO) + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVN) + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Hollandveen (HVN) + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel Pzg_220 +Binnenwaartse stabiliteit [STBI] +Km 10-35,1 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 46.790 54.230 10 X-direction + 18.753 25.333 5 Y-direction + 0.990 -5.000 15 Tangent lines + 60.970 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 33.08 35.58 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 15 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +nul +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=300.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 60.970 60.970 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.970 60.970 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.97 = X co-ordinate indicating start of zone [m] + 60.97 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.97 = Left side minimum road [m] + 60.97 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_22.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_22.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_22.sti (revision 706) @@ -0,0 +1,3014 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:27:55 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_358_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 16 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=33023 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=nul +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand Pleistoceen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 49 - Number of geometry points - + 1 80.970 -2.800 0.000 + 2 68.633 -1.800 0.000 + 3 60.970 -0.580 0.000 + 4 54.970 -0.460 0.000 + 5 49.920 -0.220 0.000 + 6 47.880 0.150 0.000 + 7 46.080 0.690 0.000 + 8 45.070 0.810 0.000 + 9 43.100 0.870 0.000 + 10 41.260 0.890 0.000 + 11 40.370 1.060 0.000 + 12 36.670 2.530 0.000 + 13 36.080 2.550 0.000 + 14 34.490 2.550 0.000 + 15 32.770 2.550 0.000 + 16 32.040 2.520 0.000 + 17 28.070 1.160 0.000 + 18 25.610 0.490 0.000 + 19 24.470 0.310 0.000 + 20 17.180 0.020 0.000 + 21 16.880 -1.150 0.000 + 22 16.000 -1.190 0.000 + 23 15.420 -0.610 0.000 + 24 14.370 -0.250 0.000 + 25 0.000 -0.230 0.000 + 26 41.179 -1.027 0.000 + 27 34.970 -1.600 0.000 + 28 28.082 -0.347 0.000 + 29 60.970 -3.500 0.000 + 30 50.970 -3.500 0.000 + 31 49.958 -3.481 0.000 + 32 41.255 -3.318 0.000 + 33 80.970 -3.500 0.000 + 34 28.000 -3.051 0.000 + 35 20.970 -2.900 0.000 + 36 0.000 -2.886 0.000 + 37 34.970 -3.200 0.000 + 38 80.970 -10.000 0.000 + 39 0.000 -10.000 0.000 + 40 80.970 -1.300 0.000 + 41 50.970 -1.300 0.000 + 42 40.442 0.486 0.000 + 43 36.628 1.500 0.000 + 44 30.303 1.900 0.000 + 45 0.000 1.900 0.000 + 46 80.970 -1.300 0.000 + 47 49.920 0.009 0.000 + 48 16.470 1.900 0.000 + 49 31.547 1.500 0.000 +[END OF POINTS] + +[CURVES] + 49 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 5 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 3 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 28 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 32 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 49 +[END OF CURVES] + +[BOUNDARIES] + 7 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 40 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 37 36 39 38 32 31 30 34 + 2 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 37 36 35 27 26 33 32 31 30 34 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 28 27 26 33 + 32 31 30 34 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 28 27 26 33 + 32 31 30 29 2 1 + 5 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 28 27 26 25 + 4 3 2 1 + 6 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 24 23 22 21 20 19 18 17 16 15 + 14 13 12 11 10 9 8 7 6 5 + 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 7 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 7 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 7 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 44 49 48 43 42 41 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 47 46 45 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 6 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand Pleistoceen + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Hollandveen (HVO) + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVN) + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Hollandveen (HVN) + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel Pzg_220 +Binnenwaartse stabiliteit [STBI] +Km 10-35,1 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 6 Number of layers + 6 100 + 5 100 100 + 4 100 100 100 + 3 100 100 100 100 + 2 100 100 100 100 100 + 1 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 +[CIRCLES] + 46.790 54.230 10 X-direction + 18.753 25.333 5 Y-direction + 0.990 -5.000 15 Tangent lines + 60.970 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 33.08 35.58 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 15 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +nul +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=300.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 60.970 60.970 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 60.970 60.970 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 6 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 60.97 = X co-ordinate indicating start of zone [m] + 60.97 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 60.97 = Left side minimum road [m] + 60.97 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_9.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_9.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_9.sti (revision 706) @@ -0,0 +1,1708 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:41 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Y_130_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen (2) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (9) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (5) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (6) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (6) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (10) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 0.000 0.030 0.000 + 2 6.242 0.063 0.000 + 3 11.320 0.090 0.000 + 4 12.450 -0.320 0.000 + 5 13.650 -0.310 0.000 + 6 56.270 0.250 0.000 + 7 36.660 -0.300 0.000 + 8 40.660 -0.500 0.000 + 9 41.300 -1.500 0.000 + 10 42.390 -1.500 0.000 + 11 43.160 -0.500 0.000 + 12 75.780 0.152 0.000 + 13 14.476 0.093 0.000 + 14 56.395 0.133 0.000 + 15 35.774 0.113 0.000 + 16 56.270 0.133 0.000 + 17 55.000 -1.100 0.000 + 18 49.137 -0.177 0.000 + 19 56.265 -1.103 0.000 + 20 55.000 -1.100 0.000 + 21 14.900 0.300 0.000 + 22 35.162 0.399 0.000 + 23 47.223 0.124 0.000 + 24 50.985 0.128 0.000 + 25 52.668 0.130 0.000 + 26 53.374 0.488 0.000 + 27 53.790 0.700 0.000 + 28 55.740 0.500 0.000 + 29 52.413 0.000 0.000 + 30 0.000 -1.800 0.000 + 31 15.000 -1.800 0.000 + 32 31.000 -2.300 0.000 + 33 50.000 -1.100 0.000 + 34 56.265 -1.131 0.000 + 35 0.000 -4.000 0.000 + 36 15.000 -4.000 0.000 + 37 31.000 -4.000 0.000 + 38 50.000 -4.800 0.000 + 39 56.252 -4.800 0.000 + 40 57.046 -0.474 0.000 + 41 57.430 -0.833 0.000 + 42 57.810 -0.810 0.000 + 43 58.590 -0.180 0.000 + 44 65.710 -0.240 0.000 + 45 75.780 -0.240 0.000 + 46 58.589 -1.109 0.000 + 47 58.589 -1.142 0.000 + 48 58.587 -4.800 0.000 + 49 75.780 -1.150 0.000 + 50 75.780 -1.226 0.000 + 51 75.780 -4.800 0.000 + 52 0.000 -10.000 0.000 + 53 75.780 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 13 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 14 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 13 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 15 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 6 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 25 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 18 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 16 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 19 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 34 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 40 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 46 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 43 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 47 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 48 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 49 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 50 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 51 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 22 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 63 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 62 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 59 61 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 59 57 60 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 59 57 55 52 53 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 56 57 55 52 53 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 54 55 52 53 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 16 47 48 49 + 50 51 52 53 + 8 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 16 47 14 + 9 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 16 15 6 14 + 10 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 37 38 39 40 41 16 15 6 14 + 11 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 17 19 16 15 6 14 + 12 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 36 15 6 14 + 13 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 35 30 6 14 + 14 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 28 29 30 6 14 + 15 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 28 29 30 6 14 + 16 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 28 29 30 6 14 + 17 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 24 33 34 32 + 27 28 29 30 6 14 + 18 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 24 25 31 32 + 27 28 29 30 6 14 + 19 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 24 25 26 27 + 28 29 30 6 14 + 20 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 21 22 23 24 25 + 26 27 28 29 30 6 14 + 21 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 20 21 22 23 24 25 26 27 + 28 29 30 6 14 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 22 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 22 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 22 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 21 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei (10) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei (10) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei (10) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_128 +Binnenwaartse stabiliteit [STBI] +Km 10-12,6 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 21 Number of layers + 21 100 + 20 100 100 + 19 100 100 100 + 18 100 100 100 100 + 17 100 100 100 100 100 + 16 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 100 + 0 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 44.079 48.039 15 X-direction + 20.181 23.521 15 Y-direction + 1.000 -5.500 20 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 30.00 32.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 21 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_6.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_6.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_6.sti (revision 706) @@ -0,0 +1,1428 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:26:46 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_090_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +Klei, atropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand, antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei, humeus +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 65 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 7.780 -0.200 0.000 + 3 15.310 -0.150 0.000 + 4 15.559 -0.700 0.000 + 5 15.650 -0.900 0.000 + 6 16.200 -1.120 0.000 + 7 17.020 -0.810 0.000 + 8 17.106 -0.700 0.000 + 9 17.670 0.020 0.000 + 10 24.920 0.180 0.000 + 11 27.550 0.460 0.000 + 12 32.060 1.360 0.000 + 13 37.960 2.830 0.000 + 14 40.951 3.522 0.000 + 15 44.440 4.330 0.000 + 16 46.030 4.440 0.000 + 17 48.560 4.470 0.000 + 18 50.610 4.430 0.000 + 19 51.810 4.320 0.000 + 20 55.330 3.200 0.000 + 21 59.050 2.360 0.000 + 22 62.470 1.490 0.000 + 23 63.380 1.450 0.000 + 24 66.480 1.380 0.000 + 25 67.630 1.340 0.000 + 26 70.650 0.960 0.000 + 27 74.140 0.670 0.000 + 28 76.080 0.440 0.000 + 29 77.559 0.044 0.000 + 30 77.650 0.020 0.000 + 31 78.140 -0.890 0.000 + 32 79.170 -0.920 0.000 + 33 79.857 0.003 0.000 + 34 79.930 0.100 0.000 + 35 80.790 0.620 0.000 + 36 82.090 0.470 0.000 + 37 84.110 0.620 0.000 + 38 98.380 0.700 0.000 + 39 45.000 3.500 0.000 + 40 45.800 3.819 0.000 + 41 50.806 3.830 0.000 + 42 62.365 0.900 0.000 + 43 67.654 0.740 0.000 + 44 70.768 0.168 0.000 + 45 48.000 -1.000 0.000 + 46 0.000 -2.000 0.000 + 47 24.524 -2.000 0.000 + 48 47.965 -2.000 0.000 + 49 63.991 -1.500 0.000 + 50 77.650 -1.500 0.000 + 51 79.845 -1.500 0.000 + 52 98.380 -1.500 0.000 + 53 0.000 -15.000 0.000 + 54 98.380 -15.000 0.000 + 55 0.000 3.700 0.000 + 56 41.653 3.700 0.000 + 57 50.000 2.800 0.000 + 58 62.459 0.897 0.000 + 59 75.000 -0.700 0.000 + 60 98.380 -0.700 0.000 + 61 16.345 3.700 0.000 + 62 78.730 -0.670 0.000 + 63 98.380 -0.700 0.000 + 64 43.700 2.800 0.000 + 65 62.470 1.750 0.000 +[END OF POINTS] + +[CURVES] + 67 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 16 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 29 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 30 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 33 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 61 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 64 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 57 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 65 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 62 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 57 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 48 50 51 52 54 56 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 48 50 51 52 54 55 33 34 35 36 + 37 + 3 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 48 50 51 52 53 30 31 32 33 34 + 35 36 37 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 48 49 47 45 29 30 31 32 33 34 + 35 36 37 + 5 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 46 + 47 45 29 30 31 32 33 34 35 36 + 37 + 6 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 38 39 40 16 17 41 42 + 43 44 45 29 30 31 32 33 34 35 + 36 37 + 7 - Boundary number + 38 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 38 39 40 16 17 18 19 + 20 21 22 23 24 25 26 27 28 29 + 30 31 32 33 34 35 36 37 + 8 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 58 64 65 59 60 61 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 62 66 67 63 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei + 1 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei, atropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_90 +Binnenwaartse stabiliteit [STBI] +Km 10-8,8 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 58.930 75.710 10 X-direction + 19.010 32.750 10 Y-direction + 0.000 -5.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +Verkeer + 13.30 = magnitude + 46.00 48.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_20.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_20.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_20.sti (revision 706) @@ -0,0 +1,1718 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:38 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Z_327_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +Klei duinkerke (DKN) (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKO) (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Dijkmateriaal kleiig (OB) (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Betuwe (0-28) (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (3) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKN) (0) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 60.016 -1.196 0.000 + 2 0.000 -0.710 0.000 + 3 11.060 -0.610 0.000 + 4 21.740 -0.400 0.000 + 5 22.710 -0.610 0.000 + 6 23.330 -1.480 0.000 + 7 23.703 -1.500 0.000 + 8 23.890 -1.510 0.000 + 9 23.903 -1.500 0.000 + 10 24.960 -0.700 0.000 + 11 26.040 -0.400 0.000 + 12 56.630 -0.950 0.000 + 13 56.702 -1.000 0.000 + 14 57.216 -1.359 0.000 + 15 57.990 -1.900 0.000 + 16 59.360 -1.870 0.000 + 17 60.060 -1.150 0.000 + 18 60.259 -1.000 0.000 + 19 60.830 -0.570 0.000 + 20 61.410 -0.610 0.000 + 21 67.040 -0.690 0.000 + 22 78.370 -0.630 0.000 + 23 0.000 -0.419 0.000 + 24 0.000 -1.500 0.000 + 25 78.370 -0.353 0.000 + 26 26.095 -0.396 0.000 + 27 55.492 -0.372 0.000 + 28 28.370 -1.500 0.000 + 29 47.370 -1.000 0.000 + 30 32.062 -1.832 0.000 + 31 38.370 -2.400 0.000 + 32 43.742 -1.564 0.000 + 33 0.000 -3.800 0.000 + 34 28.370 -3.800 0.000 + 35 32.027 -3.800 0.000 + 36 43.746 -3.681 0.000 + 37 45.268 -3.647 0.000 + 38 47.370 -3.600 0.000 + 39 57.990 -3.600 0.000 + 40 38.370 -3.800 0.000 + 41 0.000 -4.000 0.000 + 42 28.370 -4.000 0.000 + 43 47.370 -3.900 0.000 + 44 57.990 -3.900 0.000 + 45 59.360 -3.600 0.000 + 46 59.360 -3.900 0.000 + 47 78.370 -1.000 0.000 + 48 78.370 -3.600 0.000 + 49 78.370 -3.900 0.000 + 50 0.000 -10.000 0.000 + 51 78.370 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 56 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 26 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 4 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 7 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 30 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 15 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 36 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 40 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 43 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 16 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 47 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 48 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 49 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 18 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 56 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 55 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 52 54 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 52 50 16 17 53 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 52 50 16 17 18 + 19 20 21 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 48 49 50 16 17 18 + 19 20 21 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 48 41 15 16 17 18 + 19 20 21 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 44 45 43 38 39 40 41 15 16 17 + 18 19 20 21 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 34 35 42 43 38 39 40 41 15 16 + 17 18 19 20 21 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 34 35 36 31 32 37 38 39 40 41 + 15 16 17 18 19 20 21 + 10 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 34 35 36 31 32 33 29 13 14 15 + 16 17 18 19 20 21 + 11 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 27 30 31 32 33 29 13 + 14 15 16 17 18 19 20 21 + 12 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 27 28 29 13 14 15 16 + 17 18 19 20 21 + 13 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 8 9 10 25 11 12 13 + 14 15 16 17 18 19 20 21 + 14 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 8 9 10 25 26 + 15 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 25 26 + 16 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 2 24 25 26 + 17 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 22 24 25 26 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 18 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 18 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 18 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 17 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (3) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei duinkerke (DKN) (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Hollandveen (HVO) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei duinkerke (DKO) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 17 Number of layers + 17 100 + 16 100 100 + 15 100 100 100 + 14 100 100 100 100 + 13 100 100 100 100 100 + 12 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 17 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_17.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_17.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_17.sti (revision 706) @@ -0,0 +1,3536 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:08:29 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_282_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 21 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen naast +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen onder +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 63 - Number of geometry points - + 1 0.000 0.300 0.000 + 2 0.000 -1.300 0.000 + 3 67.430 -1.300 0.000 + 4 30.097 0.140 0.000 + 5 32.460 0.670 0.000 + 6 34.613 1.610 0.000 + 7 36.555 2.490 0.000 + 8 37.553 3.000 0.000 + 9 39.285 3.110 0.000 + 10 44.168 1.160 0.000 + 11 48.157 0.730 0.000 + 12 0.000 0.410 0.000 + 13 11.900 0.350 0.000 + 14 23.930 0.310 0.000 + 15 57.590 0.280 0.000 + 16 58.700 0.300 0.000 + 17 60.920 0.340 0.000 + 18 62.300 0.300 0.000 + 19 63.680 0.260 0.000 + 20 63.712 0.300 0.000 + 21 63.760 0.360 0.000 + 22 66.250 0.420 0.000 + 23 67.430 0.600 0.000 + 24 32.549 -1.000 0.000 + 25 42.458 -1.000 0.000 + 26 0.000 -2.500 0.000 + 27 32.549 -2.500 0.000 + 28 0.000 -4.600 0.000 + 29 32.549 -4.600 0.000 + 30 27.606 -0.249 0.000 + 31 53.939 -0.029 0.000 + 32 27.340 0.620 0.000 + 33 30.070 1.140 0.000 + 34 32.300 1.670 0.000 + 35 34.560 2.610 0.000 + 36 36.470 3.490 0.000 + 37 36.990 3.690 0.000 + 38 37.530 3.780 0.000 + 39 38.140 3.780 0.000 + 40 38.720 3.780 0.000 + 41 39.270 3.710 0.000 + 42 40.020 3.380 0.000 + 43 42.370 2.440 0.000 + 44 44.170 1.760 0.000 + 45 48.100 1.330 0.000 + 46 53.150 0.680 0.000 + 47 57.540 0.390 0.000 + 48 57.581 0.300 0.000 + 49 42.459 -2.500 0.000 + 50 67.430 -2.000 0.000 + 51 42.459 -4.600 0.000 + 52 67.430 -4.000 0.000 + 53 0.000 -10.000 0.000 + 54 67.430 -10.000 0.000 + 55 0.000 1.600 0.000 + 56 46.007 0.950 0.000 + 57 59.330 -0.800 0.000 + 58 67.430 -0.800 0.000 + 59 53.146 0.547 0.000 + 60 67.430 0.350 0.000 + 61 24.718 0.440 0.000 + 62 31.981 1.600 0.000 + 63 32.994 0.950 0.000 +[END OF POINTS] + +[CURVES] + 61 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 30 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 31 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 15 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 4 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 15 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 51 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 49 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 61 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 59 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 62 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 56 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 56 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 25 50 52 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 25 50 51 48 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 25 26 49 48 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 25 26 24 20 47 48 + 5 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 25 26 24 20 21 22 10 11 12 13 + 14 15 16 17 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 23 24 20 21 22 10 11 12 13 14 + 15 16 17 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 8 9 18 19 20 21 22 10 11 12 + 13 14 15 16 17 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 8 9 18 27 1 2 3 4 5 6 + 7 28 22 10 11 12 13 14 15 16 + 17 + 9 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 8 9 29 30 31 32 33 34 35 36 + 37 38 39 40 41 42 43 44 45 46 + 10 11 12 13 14 15 16 17 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 10 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 10 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 10 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 59 60 61 53 54 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 57 58 55 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 9 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen onder + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + zand los + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_279 +Binnenwaartse stabiliteit [STBI] +Km 10-27,6 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 9 Number of layers + 9 100 + 8 100 100 + 7 100 100 100 + 6 100 100 100 100 + 5 100 100 100 100 100 + 4 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 46.886 51.462 10 X-direction + 8.125 10.350 5 Y-direction + -0.904 -5.904 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 37.09 39.59 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 9 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 9 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_8.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_8.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_8.sti (revision 706) @@ -0,0 +1,1729 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:42 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Y_117_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen (2) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (9) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (5) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (6) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (6) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (10) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 68 - Number of geometry points - + 1 83.890 -0.100 0.000 + 2 0.000 0.000 0.000 + 3 0.000 3.500 0.000 + 4 0.000 0.030 0.000 + 5 5.110 0.160 0.000 + 6 5.480 0.000 0.000 + 7 5.780 -0.130 0.000 + 8 6.420 -0.980 0.000 + 9 7.410 -0.980 0.000 + 10 8.503 0.000 0.000 + 11 8.570 0.060 0.000 + 12 13.150 0.130 0.000 + 13 64.465 -0.100 0.000 + 14 64.860 -0.260 0.000 + 15 64.915 -0.300 0.000 + 16 68.900 -0.540 0.000 + 17 70.540 -0.310 0.000 + 18 80.207 -0.100 0.000 + 19 83.890 -0.020 0.000 + 20 63.020 -0.300 0.000 + 21 64.860 -0.300 0.000 + 22 44.500 0.000 0.000 + 23 46.232 -0.152 0.000 + 24 52.500 -0.700 0.000 + 25 53.037 -1.239 0.000 + 26 53.497 -1.700 0.000 + 27 55.807 -1.700 0.000 + 28 56.104 -1.100 0.000 + 29 56.500 -0.300 0.000 + 30 18.000 0.000 0.000 + 31 38.000 -0.200 0.000 + 32 0.000 -1.900 0.000 + 33 18.000 -1.900 0.000 + 34 38.000 -2.300 0.000 + 35 13.589 0.141 0.000 + 36 64.156 0.025 0.000 + 37 61.403 0.031 0.000 + 38 44.312 0.070 0.000 + 39 0.000 3.500 0.000 + 40 66.000 -1.050 0.000 + 41 0.100 3.500 0.000 + 42 66.000 -0.205 0.000 + 43 64.157 0.024 0.000 + 44 65.939 -1.043 0.000 + 45 68.121 -1.050 0.000 + 46 73.532 -0.245 0.000 + 47 59.679 -0.300 0.000 + 48 56.801 0.042 0.000 + 49 64.149 0.025 0.000 + 50 66.000 -1.050 0.000 + 51 66.000 -0.205 0.000 + 52 66.018 -1.100 0.000 + 53 66.280 -1.290 0.000 + 54 67.770 -1.280 0.000 + 55 68.045 -1.100 0.000 + 56 66.000 -1.100 0.000 + 57 0.000 -4.800 0.000 + 58 18.000 -4.800 0.000 + 59 55.000 -4.200 0.000 + 60 66.000 -4.181 0.000 + 61 83.890 -0.300 0.000 + 62 83.890 -1.050 0.000 + 63 68.100 -1.100 0.000 + 64 83.890 -1.100 0.000 + 65 68.100 -4.173 0.000 + 66 83.890 -4.145 0.000 + 67 0.000 -10.000 0.000 + 68 83.890 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 74 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 35 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 44 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 46 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 15 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 47 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 20 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 25 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 35 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 48 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 37 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 49 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 36 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 19 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 41 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 43 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 51 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 46 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 52 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 45 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 56 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 52 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 56 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 61 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 62 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 63 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 65 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 63 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 +[END OF CURVES] + +[BOUNDARIES] + 20 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 74 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 71 73 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 71 72 70 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 69 70 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 60 68 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 60 15 + 16 17 67 + 6 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 63 64 65 66 62 57 58 59 60 15 + 16 17 18 19 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 61 62 57 58 + 59 60 15 16 17 18 19 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 30 31 47 56 + 57 58 59 60 15 16 17 18 19 + 9 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 30 31 47 48 + 50 15 16 17 18 19 + 10 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 36 37 38 27 28 29 30 31 32 21 + 22 14 48 50 15 16 17 18 19 + 11 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 33 34 35 25 + 26 27 28 29 30 31 32 21 22 14 + 48 50 15 16 17 18 19 + 12 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 23 24 25 26 27 28 29 30 31 32 + 21 22 14 48 50 15 16 17 18 19 + 13 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 46 32 21 22 14 48 50 15 16 + 17 18 19 + 14 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 20 21 22 14 48 50 15 16 + 17 18 19 + 15 - Boundary number + 25 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 52 11 12 13 14 48 50 + 15 16 17 18 19 + 16 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 52 53 55 18 19 + 17 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 52 10 45 + 18 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 40 + 41 42 43 44 45 + 19 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 39 40 41 42 43 44 45 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 20 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 20 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 20 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 19 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_115 +Binnenwaartse stabiliteit [STBI] +Km 10-11,3 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 19 Number of layers + 19 100 + 18 100 100 + 17 100 100 100 + 16 100 100 100 100 + 15 100 100 100 100 100 + 14 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 49.272 58.593 15 X-direction + 21.996 29.299 15 Y-direction + 1.000 -6.000 15 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 36.50 39.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 13 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 19 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/~$torial DAM .docx =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_3.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_3.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_3.sti (revision 706) @@ -0,0 +1,1550 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:24:12 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_041_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 80 - Number of geometry points - + 1 0.000 0.360 0.000 + 2 10.590 0.480 0.000 + 3 16.950 0.390 0.000 + 4 17.370 -0.090 0.000 + 5 18.210 -0.510 0.000 + 6 19.480 -0.230 0.000 + 7 20.490 0.590 0.000 + 8 26.750 0.740 0.000 + 9 32.640 1.180 0.000 + 10 39.560 2.430 0.000 + 11 45.590 3.940 0.000 + 12 49.600 5.020 0.000 + 13 50.440 4.990 0.000 + 14 50.860 5.040 0.000 + 15 51.640 5.060 0.000 + 16 52.480 5.060 0.000 + 17 52.810 5.040 0.000 + 18 53.500 5.050 0.000 + 19 56.100 4.210 0.000 + 20 58.420 3.410 0.000 + 21 60.060 2.930 0.000 + 22 61.900 2.890 0.000 + 23 65.100 2.890 0.000 + 24 68.170 2.700 0.000 + 25 69.600 2.480 0.000 + 26 72.690 1.580 0.000 + 27 75.480 1.150 0.000 + 28 79.670 0.490 0.000 + 29 82.140 0.240 0.000 + 30 82.980 -0.020 0.000 + 31 83.720 -0.460 0.000 + 32 84.390 -1.100 0.000 + 33 86.670 -1.240 0.000 + 34 87.580 -0.500 0.000 + 35 89.290 0.170 0.000 + 36 101.400 0.320 0.000 + 37 101.400 -10.000 0.000 + 38 0.000 -10.000 0.000 + 39 18.190 -0.500 0.000 + 40 18.255 -0.500 0.000 + 41 83.762 -0.500 0.000 + 42 0.000 4.400 0.000 + 43 101.400 -0.700 0.000 + 44 0.000 4.400 0.000 + 45 101.400 -0.200 0.000 + 46 48.300 4.400 0.000 + 47 83.950 -0.700 0.000 + 48 17.990 -0.400 0.000 + 49 18.709 -0.400 0.000 + 50 83.619 -0.400 0.000 + 51 87.835 -0.400 0.000 + 52 0.000 -0.700 0.000 + 53 101.400 -0.700 0.000 + 54 0.000 -1.500 0.000 + 55 101.400 -1.500 0.000 + 56 0.000 -0.200 0.000 + 57 101.400 -0.200 0.000 + 58 17.590 -0.200 0.000 + 59 19.517 -0.200 0.000 + 60 83.283 -0.200 0.000 + 61 83.971 -0.700 0.000 + 62 87.334 -0.700 0.000 + 63 88.346 -0.200 0.000 + 64 56.950 3.300 0.000 + 65 87.567 -0.700 0.000 + 66 83.952 -1.500 0.000 + 67 87.516 -1.500 0.000 + 68 85.553 0.300 0.000 + 69 18.532 4.400 0.000 + 70 72.751 0.700 0.000 + 71 64.000 0.000 0.000 + 72 70.000 0.000 0.000 + 73 52.808 3.762 0.000 + 74 53.540 4.450 0.000 + 75 60.090 2.330 0.000 + 76 65.110 2.290 0.000 + 77 69.503 1.880 0.000 + 78 71.952 1.147 0.000 + 79 50.300 3.300 0.000 + 80 60.012 2.230 0.000 +[END OF POINTS] + +[CURVES] + 81 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 58 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 48 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 39 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 40 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 49 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 6 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 59 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 7 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 60 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 50 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 61 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 32 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 62 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 34 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 63 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 43 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 61 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 65 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 53 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 66 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 55 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 58 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 57 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 61 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 65 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 34 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 45 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 69 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 46 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 68 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 73 71 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 72 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 78 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 78 26 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 73 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 74 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 74 75 + 75 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 75 76 + 76 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 76 77 + 77 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 77 78 + 78 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 79 + 79 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 79 64 + 80 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 80 + 81 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 80 47 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 50 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 54 55 56 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 54 55 61 53 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 54 55 61 62 45 46 59 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 54 55 61 62 45 46 47 48 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 54 60 41 42 43 52 62 45 46 47 + 48 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 54 60 41 42 43 44 45 46 47 48 + 7 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 51 41 42 43 44 45 46 47 48 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 58 37 + 38 39 40 41 42 43 44 45 46 47 + 48 + 9 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 12 13 + 14 15 16 17 18 72 68 69 70 71 + 32 33 34 35 36 37 38 39 40 41 + 42 43 44 45 46 47 48 + 10 - Boundary number + 41 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 12 13 + 14 15 16 17 18 22 19 20 73 74 + 75 76 77 71 32 33 34 35 36 37 + 38 39 40 41 42 43 44 45 46 47 + 48 + 11 - Boundary number + 45 - number of curves on boundary, next line(s) are curvenumbers + 57 5 6 7 8 9 10 11 12 13 + 14 15 16 17 18 22 19 20 23 21 + 24 25 26 27 28 29 30 31 32 33 + 34 35 36 37 38 39 40 41 42 43 + 44 45 46 47 48 + 12 - Boundary number + 48 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 22 19 + 20 23 21 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 39 40 + 41 42 43 44 45 46 47 48 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 65 78 79 80 81 49 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 64 66 67 63 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_41 +Binnenwaartse stabiliteit [STBI] +Km 10-3,8 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 100 + 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 62.430 79.100 10 X-direction + 10.260 23.930 10 Y-direction + 3.000 -8.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 50.50 53.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/soilmaterials.mdb =================================================================== diff -u Binary files differ Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.prj =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.prj (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Background shape/Achtergrond.prj (revision 706) @@ -0,0 +1 @@ +PROJCS["RD_New",GEOGCS["GCS_Amersfoort",DATUM["D_Amersfoort",SPHEROID["Bessel_1841",6377397.155,299.1528128]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Double_Stereographic"],PARAMETER["False_Easting",155000.0],PARAMETER["False_Northing",463000.0],PARAMETER["Central_Meridian",5.38763888888889],PARAMETER["Scale_Factor",0.9999079],PARAMETER["Latitude_Of_Origin",52.15616055555555],UNIT["Meter",1.0]] \ No newline at end of file Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_1.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_1.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_1.sti (revision 706) @@ -0,0 +1,1666 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:18:50 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_005_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=16744448 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei antropogeen (0) +SoilColor=16777088 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 0.920 0.000 + 2 10.140 0.950 0.000 + 3 17.080 0.880 0.000 + 4 19.450 0.810 0.000 + 5 20.620 0.300 0.000 + 6 21.840 -0.610 0.000 + 7 23.080 -0.380 0.000 + 8 24.610 0.630 0.000 + 9 29.240 1.040 0.000 + 10 33.310 1.460 0.000 + 11 36.260 2.190 0.000 + 12 42.410 4.080 0.000 + 13 45.230 4.900 0.000 + 14 46.420 5.240 0.000 + 15 47.380 5.270 0.000 + 16 47.920 5.320 0.000 + 17 49.530 5.370 0.000 + 18 49.960 5.360 0.000 + 19 50.590 5.360 0.000 + 20 51.800 5.050 0.000 + 21 55.130 4.090 0.000 + 22 58.600 3.230 0.000 + 23 60.760 2.890 0.000 + 24 64.810 2.570 0.000 + 25 69.060 2.310 0.000 + 26 71.550 0.990 0.000 + 27 72.110 1.000 0.000 + 28 73.340 1.320 0.000 + 29 74.750 2.540 0.000 + 30 80.780 2.540 0.000 + 31 0.000 -10.000 0.000 + 32 80.780 -10.000 0.000 + 33 80.780 -1.200 0.000 + 34 0.000 -1.200 0.000 + 35 37.546 2.585 0.000 + 36 0.000 4.700 0.000 + 37 80.780 -0.200 0.000 + 38 80.780 3.630 0.000 + 39 22.120 4.700 0.000 + 40 70.416 1.595 0.000 + 41 0.000 -3.500 0.000 + 42 80.780 -3.500 0.000 + 43 80.780 0.630 0.000 + 44 50.697 4.700 0.000 + 45 70.190 1.711 0.000 + 46 73.866 1.775 0.000 + 47 70.208 -3.500 0.000 + 48 73.910 -3.500 0.000 + 49 70.194 0.630 0.000 + 50 73.876 0.630 0.000 + 51 70.200 -1.200 0.000 + 52 73.891 -1.200 0.000 + 53 72.090 3.800 0.000 + 54 59.000 3.900 0.000 + 55 49.000 4.500 0.000 + 56 47.897 4.486 0.000 + 57 50.482 4.760 0.000 + 58 58.535 2.630 0.000 + 59 69.124 1.710 0.000 + 60 60.610 0.630 0.000 + 61 70.193 1.016 0.000 + 62 58.800 1.233 0.000 + 63 58.553 2.630 0.000 + 64 73.657 1.595 0.000 +[END OF POINTS] + +[CURVES] + 67 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 35 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 45 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 46 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 39 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 47 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 42 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 60 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 49 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 33 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 51 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 38 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 54 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 62 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 26 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 56 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 57 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 45 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 63 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 40 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 37 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 33 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 35 36 37 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 48 36 37 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 43 51 37 + 4 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 47 + 43 44 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 40 + 50 44 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 40 + 41 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 59 58 55 56 46 40 + 41 + 9 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 59 58 55 56 57 28 + 29 30 49 41 + 10 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 59 58 55 56 57 28 + 29 30 31 32 + 11 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 62 60 + 61 63 27 28 29 30 31 32 + 12 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 34 45 64 65 66 67 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 34 53 54 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_05 +Binnenwaartse stabiliteit [STBI] +Km 10-0,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 54.794 71.516 10 X-direction + 6.775 10.035 5 Y-direction + -2.000 -5.000 12 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 47.50 50.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_16.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_16.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_16.sti (revision 706) @@ -0,0 +1,4055 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:10:55 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_275_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 25 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=nul +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) (0) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=nul +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen naast +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duin +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen onder +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen naast (0) +SoilColor=8388608 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duin (0) +SoilColor=16776960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 69 - Number of geometry points - + 1 48.070 -1.730 0.000 + 2 49.000 -1.150 0.000 + 3 50.290 0.150 0.000 + 4 58.720 0.190 0.000 + 5 59.190 -0.300 0.000 + 6 60.040 0.080 0.000 + 7 65.930 0.150 0.000 + 8 65.930 -1.300 0.000 + 9 65.930 -2.200 0.000 + 10 0.000 -4.400 0.000 + 11 65.930 -4.400 0.000 + 12 47.444 -1.300 0.000 + 13 48.759 -1.300 0.000 + 14 25.055 -4.400 0.000 + 15 38.729 -4.400 0.000 + 16 47.443 -2.200 0.000 + 17 48.753 -2.200 0.000 + 18 47.441 -4.400 0.000 + 19 48.738 -4.400 0.000 + 20 0.000 0.310 0.000 + 21 6.940 0.170 0.000 + 22 13.660 -0.260 0.000 + 23 14.360 -0.660 0.000 + 24 14.795 -1.300 0.000 + 25 15.040 -1.660 0.000 + 26 16.270 -1.970 0.000 + 27 17.660 -1.390 0.000 + 28 17.820 -1.300 0.000 + 29 18.550 -0.890 0.000 + 30 19.520 -0.260 0.000 + 31 23.140 0.070 0.000 + 32 23.249 0.095 0.000 + 33 24.850 0.460 0.000 + 34 27.950 1.460 0.000 + 35 30.440 2.300 0.000 + 36 31.740 2.600 0.000 + 37 32.790 2.740 0.000 + 38 34.010 2.730 0.000 + 39 35.240 2.710 0.000 + 40 36.220 2.620 0.000 + 41 37.630 2.120 0.000 + 42 41.880 0.370 0.000 + 43 43.030 0.130 0.000 + 44 46.260 -0.120 0.000 + 45 47.240 -1.160 0.000 + 46 0.000 -1.300 0.000 + 47 23.339 -0.930 0.000 + 48 30.755 1.300 0.000 + 49 32.908 1.700 0.000 + 50 36.000 1.700 0.000 + 51 41.879 -0.400 0.000 + 52 25.053 -1.300 0.000 + 53 38.729 -1.300 0.000 + 54 25.054 -2.200 0.000 + 55 38.729 -2.200 0.000 + 56 0.000 -2.200 0.000 + 57 0.000 -10.000 0.000 + 58 65.930 -10.000 0.000 + 59 0.000 1.600 0.000 + 60 28.327 1.600 0.000 + 61 28.657 0.670 0.000 + 62 39.500 0.400 0.000 + 63 41.791 -0.475 0.000 + 64 46.841 -0.700 0.000 + 65 65.930 -0.700 0.000 + 66 41.759 0.520 0.000 + 67 47.978 0.180 0.000 + 68 65.930 0.000 0.000 + 69 16.270 1.600 0.000 +[END OF POINTS] + +[CURVES] + 74 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 13 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 16 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 9 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 8 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 12 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 24 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 45 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 52 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 12 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 54 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 54 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 55 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 16 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 69 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 66 +[END OF CURVES] + +[BOUNDARIES] + 16 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 72 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 18 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 14 17 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 14 15 19 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 14 15 3 20 4 5 + 6 7 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 12 8 15 3 20 4 5 + 6 7 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 12 13 1 2 3 20 4 + 5 6 7 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 62 63 13 1 2 3 20 4 + 5 6 7 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 62 59 56 1 2 3 20 4 + 5 6 7 + 9 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 61 58 59 56 1 2 3 20 4 + 5 6 7 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 60 58 59 56 1 2 3 20 4 5 + 6 7 + 11 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 54 57 58 59 56 + 1 2 3 20 4 5 6 7 + 12 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 54 55 56 1 2 + 3 20 4 5 6 7 + 13 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 48 49 50 51 52 + 53 46 1 2 3 20 4 5 6 7 + 14 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 29 30 31 32 33 + 34 35 36 37 38 39 40 41 42 43 + 44 45 46 1 2 3 20 4 5 6 + 7 + 15 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 39 40 + 41 42 43 44 45 46 1 2 3 20 + 4 5 6 7 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 16 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 16 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 16 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 64 65 66 67 68 69 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 73 74 70 71 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 15 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei duin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei duin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Veen onder + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + zand los + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + klei duin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_272 +Binnenwaartse stabiliteit [STBI] +Km 10-26,9 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 15 Number of layers + 15 100 + 14 100 100 + 13 100 100 100 + 12 100 100 100 100 + 11 100 100 100 100 100 + 10 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 0 0 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 +[CIRCLES] + 39.019 52.729 10 X-direction + 3.707 12.267 5 Y-direction + 0.000 -10.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 33.19 35.69 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 15 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +nul +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=300.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 18 +[LIFT SLIP DATA] + 37.836 44.963 15 X-direction Left + 2.349 3.698 10 Y-direction Left + 49.715 52.091 5 X-direction Right + 2.349 3.024 5 Y-direction Right + 1.349 1.349 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 15 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_21.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_21.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_21.sti (revision 706) @@ -0,0 +1,1566 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:38 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Z_352_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +Klei duinkerke (DKN) (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKO) (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Dijkmateriaal kleiig (OB) (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Betuwe (0-28) (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (3) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKN) (0) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 36 - Number of geometry points - + 1 0.000 -0.330 0.000 + 2 15.650 -0.280 0.000 + 3 18.454 -0.289 0.000 + 4 51.700 -0.370 0.000 + 5 52.143 -0.400 0.000 + 6 60.023 -0.426 0.000 + 7 73.450 -0.470 0.000 + 8 10.340 -0.400 0.000 + 9 15.823 -0.617 0.000 + 10 16.270 -1.490 0.000 + 11 17.320 -1.520 0.000 + 12 18.060 -0.700 0.000 + 13 18.143 -0.612 0.000 + 14 18.450 -0.290 0.000 + 15 51.242 -0.397 0.000 + 16 23.450 -0.600 0.000 + 17 28.917 -0.906 0.000 + 18 35.950 -1.300 0.000 + 19 41.772 -0.956 0.000 + 20 0.000 -2.864 0.000 + 21 23.450 -2.900 0.000 + 22 28.918 -2.900 0.000 + 23 53.480 -0.490 0.000 + 24 54.130 -1.230 0.000 + 25 55.300 -1.670 0.000 + 26 56.200 -1.980 0.000 + 27 56.890 -1.850 0.000 + 28 58.420 -0.600 0.000 + 29 41.826 -3.057 0.000 + 30 43.450 -3.100 0.000 + 31 55.281 -3.100 0.000 + 32 35.950 -2.900 0.000 + 33 56.913 -3.100 0.000 + 34 73.450 -3.100 0.000 + 35 0.000 -10.000 0.000 + 36 73.450 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 42 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 2 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 3 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 15 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 17 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 5 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 6 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 29 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 25 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 32 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 33 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 22 23 37 38 34 35 41 40 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 22 23 37 38 34 35 36 29 30 39 + 40 + 3 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 22 23 37 38 34 35 36 29 30 31 + 32 5 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 33 34 35 36 29 + 30 31 32 5 + 5 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 21 25 26 27 28 + 29 30 31 32 5 + 6 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 21 25 4 5 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 21 16 3 4 5 + 8 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 17 18 19 + 20 21 16 3 4 5 + 9 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 3 4 5 + 10 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 6 7 2 15 16 3 4 5 + 11 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 3 4 5 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (3) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVO) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_14.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_14.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_14.sti (revision 706) @@ -0,0 +1,1222 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:09:05 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_228_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 44 - Number of geometry points - + 1 0.000 -0.710 0.000 + 2 10.880 -0.760 0.000 + 3 21.010 -0.720 0.000 + 4 21.415 -1.100 0.000 + 5 22.000 -1.650 0.000 + 6 22.840 -1.640 0.000 + 7 23.306 -1.100 0.000 + 8 23.651 -0.700 0.000 + 9 23.660 -0.690 0.000 + 10 25.090 -0.180 0.000 + 11 31.460 0.410 0.000 + 12 34.320 0.850 0.000 + 13 37.800 1.580 0.000 + 14 41.770 2.420 0.000 + 15 45.100 2.830 0.000 + 16 46.820 2.990 0.000 + 17 48.270 2.930 0.000 + 18 49.950 2.480 0.000 + 19 52.650 1.440 0.000 + 20 54.730 0.640 0.000 + 21 55.780 0.410 0.000 + 22 62.160 0.150 0.000 + 23 69.360 -0.430 0.000 + 24 75.468 -0.700 0.000 + 25 79.540 -0.880 0.000 + 26 0.000 -1.100 0.000 + 27 38.000 -1.100 0.000 + 28 52.724 -1.100 0.000 + 29 79.540 -1.100 0.000 + 30 0.000 -4.000 0.000 + 31 38.000 -4.000 0.000 + 32 52.724 -4.000 0.000 + 33 79.540 -4.000 0.000 + 34 0.000 -10.000 0.000 + 35 79.540 -10.000 0.000 + 36 0.000 1.600 0.000 + 37 37.573 1.600 0.000 + 38 39.600 1.100 0.000 + 39 48.000 1.200 0.000 + 40 65.000 -1.650 0.000 + 41 79.540 -1.650 0.000 + 42 22.338 1.600 0.000 + 43 54.616 -0.120 0.000 + 44 79.540 -1.650 0.000 +[END OF POINTS] + +[CURVES] + 43 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 4 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 24 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 27 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 28 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 42 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 +[END OF CURVES] + +[BOUNDARIES] + 8 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 35 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 30 32 34 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 30 32 33 29 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 30 31 28 29 + 4 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 25 4 5 6 27 28 29 + 5 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 25 4 5 6 7 26 24 + 6 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 25 4 5 6 7 8 9 10 11 12 + 13 14 15 16 17 18 19 20 21 22 + 23 24 + 7 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 8 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 8 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 8 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 36 37 38 39 40 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 41 42 43 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 7 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel 10_225 +Binnenwaartse stabiliteit [STBI] +Km 10-22,3 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 7 Number of layers + 7 100 + 6 100 100 + 5 100 100 100 + 4 100 100 100 100 + 3 100 100 100 100 100 + 2 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 +[CIRCLES] + 48.332 62.942 10 X-direction + 4.660 12.812 5 Y-direction + 1.000 -10.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 45.73 48.23 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 7 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_5.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_5.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_5.sti (revision 706) @@ -0,0 +1,1606 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:26:04 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_066_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 72 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 0.000 4.100 0.000 + 3 0.000 0.170 0.000 + 4 13.780 0.170 0.000 + 5 22.340 0.310 0.000 + 6 23.760 0.620 0.000 + 7 24.550 0.720 0.000 + 8 25.580 0.200 0.000 + 9 25.811 0.000 0.000 + 10 26.330 -0.450 0.000 + 11 27.070 -0.320 0.000 + 12 27.431 0.000 0.000 + 13 27.960 0.470 0.000 + 14 29.790 0.590 0.000 + 15 33.730 0.750 0.000 + 16 38.300 1.190 0.000 + 17 43.950 2.070 0.000 + 18 49.970 3.450 0.000 + 19 53.660 4.710 0.000 + 20 54.369 4.734 0.000 + 21 54.540 4.740 0.000 + 22 55.180 4.760 0.000 + 23 55.940 4.780 0.000 + 24 56.640 4.760 0.000 + 25 57.140 4.750 0.000 + 26 57.690 4.750 0.000 + 27 59.790 4.140 0.000 + 28 63.860 2.700 0.000 + 29 67.690 1.710 0.000 + 30 70.580 1.280 0.000 + 31 76.980 1.010 0.000 + 32 79.140 0.840 0.000 + 33 81.420 0.370 0.000 + 34 82.170 0.250 0.000 + 35 82.505 0.000 0.000 + 36 83.350 -0.630 0.000 + 37 83.660 -0.630 0.000 + 38 84.498 0.000 0.000 + 39 84.790 0.220 0.000 + 40 93.330 0.250 0.000 + 41 107.530 0.230 0.000 + 42 57.545 4.150 0.000 + 43 64.000 2.100 0.000 + 44 67.617 1.110 0.000 + 45 70.635 0.680 0.000 + 46 76.944 0.400 0.000 + 47 78.522 0.347 0.000 + 48 54.460 3.000 0.000 + 49 64.460 0.000 0.000 + 50 77.460 -0.500 0.000 + 51 78.087 0.000 0.000 + 52 82.166 0.000 0.000 + 53 0.000 -1.500 0.000 + 54 82.141 -1.500 0.000 + 55 0.000 -4.000 0.000 + 56 82.100 -4.000 0.000 + 57 84.813 -1.500 0.000 + 58 107.530 -1.500 0.000 + 59 84.846 -4.000 0.000 + 60 107.530 -4.000 0.000 + 61 0.000 -10.000 0.000 + 62 107.530 -10.000 0.000 + 63 0.000 4.100 0.000 + 64 51.743 4.100 0.000 + 65 58.002 4.000 0.000 + 66 67.625 1.174 0.000 + 67 80.000 -0.700 0.000 + 68 107.530 -0.700 0.000 + 69 26.772 4.100 0.000 + 70 83.356 0.620 0.000 + 71 107.530 0.610 0.000 + 72 70.580 1.830 0.000 +[END OF POINTS] + +[CURVES] + 74 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 32 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 49 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 34 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 35 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 57 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 57 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 59 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 59 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 69 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 72 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 70 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 65 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 56 64 63 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 56 57 61 62 63 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 56 57 61 60 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 56 57 55 58 33 34 35 36 59 60 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 56 57 55 58 33 34 35 36 37 38 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 56 57 55 53 32 33 34 35 36 37 + 38 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 54 55 53 32 33 34 35 36 37 38 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 51 + 48 49 52 53 32 33 34 35 36 37 + 38 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 51 + 48 49 50 45 30 31 32 33 34 35 + 36 37 38 + 10 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 46 47 48 + 49 50 45 30 31 32 33 34 35 36 + 37 38 + 11 - Boundary number + 38 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 39 40 41 42 43 44 45 30 + 31 32 33 34 35 36 37 38 + 12 - Boundary number + 38 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 66 67 68 69 70 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 71 73 74 72 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_66 +Binnenwaartse stabiliteit [STBI] +Km 10-6,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 64.880 84.620 10 X-direction + 10.990 30.770 10 Y-direction + 2.000 -6.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 54.50 57.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_15.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_15.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_15.sti (revision 706) @@ -0,0 +1,1430 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:10:08 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_258_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 60 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 0.000 -0.710 0.000 + 3 14.030 -0.820 0.000 + 4 14.560 -1.060 0.000 + 5 14.666 -1.200 0.000 + 6 15.250 -1.970 0.000 + 7 16.610 -2.220 0.000 + 8 18.160 -2.000 0.000 + 9 18.689 -1.200 0.000 + 10 18.920 -0.850 0.000 + 11 20.060 -0.570 0.000 + 12 23.880 -0.370 0.000 + 13 26.170 -0.220 0.000 + 14 27.290 -0.180 0.000 + 15 28.377 0.000 0.000 + 16 30.550 0.360 0.000 + 17 34.170 1.120 0.000 + 18 37.070 1.760 0.000 + 19 39.050 2.590 0.000 + 20 40.050 2.800 0.000 + 21 40.990 2.920 0.000 + 22 44.160 2.980 0.000 + 23 47.150 2.880 0.000 + 24 49.200 2.610 0.000 + 25 50.400 2.290 0.000 + 26 53.080 1.350 0.000 + 27 55.060 0.740 0.000 + 28 64.946 0.000 0.000 + 29 65.480 -0.040 0.000 + 30 66.930 -0.390 0.000 + 31 67.214 -1.200 0.000 + 32 67.400 -1.730 0.000 + 33 68.420 -1.980 0.000 + 34 69.500 -1.720 0.000 + 35 69.908 -1.200 0.000 + 36 70.230 -0.790 0.000 + 37 72.700 -0.500 0.000 + 38 86.050 -0.570 0.000 + 39 0.000 -1.200 0.000 + 40 35.649 -1.200 0.000 + 41 50.696 -1.200 0.000 + 42 0.000 -3.700 0.000 + 43 35.650 -3.700 0.000 + 44 50.696 -3.700 0.000 + 45 67.215 -3.700 0.000 + 46 69.834 -3.700 0.000 + 47 86.050 -1.200 0.000 + 48 86.050 -3.700 0.000 + 49 0.000 -10.000 0.000 + 50 86.050 -10.000 0.000 + 51 0.000 1.600 0.000 + 52 35.998 1.600 0.000 + 53 47.758 1.600 0.000 + 54 60.000 -1.200 0.000 + 55 86.050 -1.200 0.000 + 56 68.389 -0.970 0.000 + 57 86.050 -1.200 0.000 + 58 16.690 1.600 0.000 + 59 16.798 1.600 0.000 + 60 55.060 0.230 0.000 +[END OF POINTS] + +[CURVES] + 61 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 5 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 28 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 40 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 31 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 41 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 35 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 58 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 59 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 52 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 60 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 56 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 52 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 42 44 49 47 51 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 42 44 49 47 48 50 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 42 44 49 47 48 34 35 36 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 44 45 41 46 47 48 34 35 36 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 42 44 45 41 30 31 32 33 34 35 + 36 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 42 43 40 41 30 31 32 33 34 35 + 36 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 37 4 5 6 7 39 40 41 30 31 + 32 33 34 35 36 + 8 - Boundary number + 22 - number of curves on boundary, next line(s) are curvenumbers + 37 4 5 6 7 8 9 10 11 12 + 13 38 27 28 29 30 31 32 33 34 + 35 36 + 9 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 37 4 5 6 7 8 9 10 11 12 + 13 14 15 16 17 18 19 20 21 22 + 23 24 25 26 27 28 29 30 31 32 + 33 34 35 36 + 10 - Boundary number + 36 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 58 59 53 54 55 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 57 60 61 56 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_255 +Binnenwaartse stabiliteit [STBI] +Km 10-25,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 51.772 60.804 10 X-direction + 4.304 12.217 10 Y-direction + 1.000 -5.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 42.96 45.46 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 10 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_17.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_17.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_17.sti (revision 706) @@ -0,0 +1,3536 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:08:29 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_282_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 21 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen naast +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen onder +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 63 - Number of geometry points - + 1 0.000 0.300 0.000 + 2 0.000 -1.300 0.000 + 3 67.430 -1.300 0.000 + 4 30.097 0.140 0.000 + 5 32.460 0.670 0.000 + 6 34.613 1.610 0.000 + 7 36.555 2.490 0.000 + 8 37.553 3.000 0.000 + 9 39.285 3.110 0.000 + 10 44.168 1.160 0.000 + 11 48.157 0.730 0.000 + 12 0.000 0.410 0.000 + 13 11.900 0.350 0.000 + 14 23.930 0.310 0.000 + 15 57.590 0.280 0.000 + 16 58.700 0.300 0.000 + 17 60.920 0.340 0.000 + 18 62.300 0.300 0.000 + 19 63.680 0.260 0.000 + 20 63.712 0.300 0.000 + 21 63.760 0.360 0.000 + 22 66.250 0.420 0.000 + 23 67.430 0.600 0.000 + 24 32.549 -1.000 0.000 + 25 42.458 -1.000 0.000 + 26 0.000 -2.500 0.000 + 27 32.549 -2.500 0.000 + 28 0.000 -4.600 0.000 + 29 32.549 -4.600 0.000 + 30 27.606 -0.249 0.000 + 31 53.939 -0.029 0.000 + 32 27.340 0.620 0.000 + 33 30.070 1.140 0.000 + 34 32.300 1.670 0.000 + 35 34.560 2.610 0.000 + 36 36.470 3.490 0.000 + 37 36.990 3.690 0.000 + 38 37.530 3.780 0.000 + 39 38.140 3.780 0.000 + 40 38.720 3.780 0.000 + 41 39.270 3.710 0.000 + 42 40.020 3.380 0.000 + 43 42.370 2.440 0.000 + 44 44.170 1.760 0.000 + 45 48.100 1.330 0.000 + 46 53.150 0.680 0.000 + 47 57.540 0.390 0.000 + 48 57.581 0.300 0.000 + 49 42.459 -2.500 0.000 + 50 67.430 -2.000 0.000 + 51 42.459 -4.600 0.000 + 52 67.430 -4.000 0.000 + 53 0.000 -10.000 0.000 + 54 67.430 -10.000 0.000 + 55 0.000 1.600 0.000 + 56 46.007 0.950 0.000 + 57 59.330 -0.800 0.000 + 58 67.430 -0.800 0.000 + 59 53.146 0.547 0.000 + 60 67.430 0.350 0.000 + 61 24.718 0.440 0.000 + 62 31.981 1.600 0.000 + 63 32.994 0.950 0.000 +[END OF POINTS] + +[CURVES] + 61 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 30 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 24 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 31 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 15 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 4 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 15 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 49 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 51 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 49 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 61 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 59 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 62 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 56 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 56 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 25 50 52 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 25 50 51 48 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 25 26 49 48 + 4 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 25 26 24 20 47 48 + 5 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 25 26 24 20 21 22 10 11 12 13 + 14 15 16 17 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 23 24 20 21 22 10 11 12 13 14 + 15 16 17 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 8 9 18 19 20 21 22 10 11 12 + 13 14 15 16 17 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 8 9 18 27 1 2 3 4 5 6 + 7 28 22 10 11 12 13 14 15 16 + 17 + 9 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 8 9 29 30 31 32 33 34 35 36 + 37 38 39 40 41 42 43 44 45 46 + 10 11 12 13 14 15 16 17 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 10 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 10 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 10 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 59 60 61 53 54 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 57 58 55 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 9 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen onder + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + zand los + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_279 +Binnenwaartse stabiliteit [STBI] +Km 10-27,6 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 9 Number of layers + 9 100 + 8 100 100 + 7 100 100 100 + 6 100 100 100 100 + 5 100 100 100 100 100 + 4 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 46.886 51.462 10 X-direction + 8.125 10.350 5 Y-direction + -0.904 -5.904 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 37.09 39.59 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 9 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 9 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_12.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_12.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_12.sti (revision 706) @@ -0,0 +1,1425 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:08:04 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_186_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 0.000 -1.030 0.000 + 2 16.330 -1.110 0.000 + 3 17.270 -1.870 0.000 + 4 18.550 -1.900 0.000 + 5 20.120 -0.920 0.000 + 6 26.220 -0.800 0.000 + 7 30.200 -0.430 0.000 + 8 33.200 0.030 0.000 + 9 39.490 1.190 0.000 + 10 43.900 2.090 0.000 + 11 46.380 2.530 0.000 + 12 47.820 2.740 0.000 + 13 49.100 2.770 0.000 + 14 50.510 2.680 0.000 + 15 52.190 2.380 0.000 + 16 54.340 1.710 0.000 + 17 57.000 0.660 0.000 + 18 59.050 0.120 0.000 + 19 62.090 -0.220 0.000 + 20 65.880 -0.650 0.000 + 21 66.727 -0.800 0.000 + 22 69.270 -1.250 0.000 + 23 74.370 -1.280 0.000 + 24 76.680 -1.210 0.000 + 25 77.690 -1.530 0.000 + 26 77.940 -1.900 0.000 + 27 78.360 -2.520 0.000 + 28 79.370 -2.520 0.000 + 29 79.849 -1.900 0.000 + 30 79.980 -1.730 0.000 + 31 81.230 -1.400 0.000 + 32 89.000 -1.400 0.000 + 33 0.000 -1.900 0.000 + 34 77.693 -1.900 0.000 + 35 39.187 -1.900 0.000 + 36 56.628 -1.900 0.000 + 37 0.000 -4.200 0.000 + 38 39.187 -4.200 0.000 + 39 56.627 -4.200 0.000 + 40 77.715 -4.200 0.000 + 41 79.764 -4.200 0.000 + 42 89.000 -1.900 0.000 + 43 89.000 -4.200 0.000 + 44 0.000 -10.000 0.000 + 45 89.000 -10.000 0.000 + 46 0.000 1.500 0.000 + 47 40.864 1.500 0.000 + 48 44.833 1.500 0.000 + 49 50.477 1.100 0.000 + 50 78.016 -3.000 0.000 + 51 89.000 -3.000 0.000 + 52 78.138 -2.350 0.000 + 53 89.000 -3.000 0.000 +[END OF POINTS] + +[CURVES] + 56 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 29 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 42 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 52 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 49 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 39 41 46 44 48 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 39 41 46 44 45 47 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 39 41 46 44 45 29 30 31 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 39 41 42 38 43 44 45 29 30 31 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 39 41 42 38 35 26 27 28 29 30 + 31 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 39 40 37 38 35 26 27 28 29 30 + 31 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 32 36 37 38 35 26 27 28 29 30 + 31 + 8 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 32 4 5 33 21 22 23 24 34 35 + 26 27 28 29 30 31 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 32 4 5 33 21 22 23 24 25 26 + 27 28 29 30 31 + 10 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 32 4 5 6 7 8 9 10 11 12 + 13 14 15 16 17 18 19 20 21 22 + 23 24 25 26 27 28 29 30 31 + 11 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 50 51 52 53 54 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 55 56 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_183 +Binnenwaartse stabiliteit [STBI] +Km 10-18,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 63.053 67.353 10 X-direction + 7.891 12.301 10 Y-direction + 1.000 -10.000 20 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 47.85 50.35 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_12.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_12.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_12.sti (revision 706) @@ -0,0 +1,1425 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:08:04 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_186_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand los +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand WVP +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 0.000 -1.030 0.000 + 2 16.330 -1.110 0.000 + 3 17.270 -1.870 0.000 + 4 18.550 -1.900 0.000 + 5 20.120 -0.920 0.000 + 6 26.220 -0.800 0.000 + 7 30.200 -0.430 0.000 + 8 33.200 0.030 0.000 + 9 39.490 1.190 0.000 + 10 43.900 2.090 0.000 + 11 46.380 2.530 0.000 + 12 47.820 2.740 0.000 + 13 49.100 2.770 0.000 + 14 50.510 2.680 0.000 + 15 52.190 2.380 0.000 + 16 54.340 1.710 0.000 + 17 57.000 0.660 0.000 + 18 59.050 0.120 0.000 + 19 62.090 -0.220 0.000 + 20 65.880 -0.650 0.000 + 21 66.727 -0.800 0.000 + 22 69.270 -1.250 0.000 + 23 74.370 -1.280 0.000 + 24 76.680 -1.210 0.000 + 25 77.690 -1.530 0.000 + 26 77.940 -1.900 0.000 + 27 78.360 -2.520 0.000 + 28 79.370 -2.520 0.000 + 29 79.849 -1.900 0.000 + 30 79.980 -1.730 0.000 + 31 81.230 -1.400 0.000 + 32 89.000 -1.400 0.000 + 33 0.000 -1.900 0.000 + 34 77.693 -1.900 0.000 + 35 39.187 -1.900 0.000 + 36 56.628 -1.900 0.000 + 37 0.000 -4.200 0.000 + 38 39.187 -4.200 0.000 + 39 56.627 -4.200 0.000 + 40 77.715 -4.200 0.000 + 41 79.764 -4.200 0.000 + 42 89.000 -1.900 0.000 + 43 89.000 -4.200 0.000 + 44 0.000 -10.000 0.000 + 45 89.000 -10.000 0.000 + 46 0.000 1.500 0.000 + 47 40.864 1.500 0.000 + 48 44.833 1.500 0.000 + 49 50.477 1.100 0.000 + 50 78.016 -3.000 0.000 + 51 89.000 -3.000 0.000 + 52 78.138 -2.350 0.000 + 53 89.000 -3.000 0.000 +[END OF POINTS] + +[CURVES] + 56 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 4 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 34 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 29 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 42 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 52 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 49 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 39 41 46 44 48 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 39 41 46 44 45 47 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 39 41 46 44 45 29 30 31 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 39 41 42 38 43 44 45 29 30 31 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 39 41 42 38 35 26 27 28 29 30 + 31 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 39 40 37 38 35 26 27 28 29 30 + 31 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 32 36 37 38 35 26 27 28 29 30 + 31 + 8 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 32 4 5 33 21 22 23 24 34 35 + 26 27 28 29 30 31 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 32 4 5 33 21 22 23 24 25 26 + 27 28 29 30 31 + 10 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 32 4 5 6 7 8 9 10 11 12 + 13 14 15 16 17 18 19 20 21 22 + 23 24 25 26 27 28 29 30 31 + 11 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 50 51 52 53 54 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 55 56 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Veen Holland (onder) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen Holland (naast) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei Duinkerke + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Klei Duinkerke + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_183 +Binnenwaartse stabiliteit [STBI] +Km 10-18,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 63.053 67.353 10 X-direction + 7.891 12.301 10 Y-direction + 1.000 -10.000 20 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 47.85 50.35 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_16.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_16.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_16.sti (revision 706) @@ -0,0 +1,4055 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 13:10:55 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_275_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 25 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=nul +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) (0) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=nul +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand los +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen naast +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand WVP +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duin +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen onder +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Veen naast (0) +SoilColor=8388608 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei duin (0) +SoilColor=16776960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand WVP +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 69 - Number of geometry points - + 1 48.070 -1.730 0.000 + 2 49.000 -1.150 0.000 + 3 50.290 0.150 0.000 + 4 58.720 0.190 0.000 + 5 59.190 -0.300 0.000 + 6 60.040 0.080 0.000 + 7 65.930 0.150 0.000 + 8 65.930 -1.300 0.000 + 9 65.930 -2.200 0.000 + 10 0.000 -4.400 0.000 + 11 65.930 -4.400 0.000 + 12 47.444 -1.300 0.000 + 13 48.759 -1.300 0.000 + 14 25.055 -4.400 0.000 + 15 38.729 -4.400 0.000 + 16 47.443 -2.200 0.000 + 17 48.753 -2.200 0.000 + 18 47.441 -4.400 0.000 + 19 48.738 -4.400 0.000 + 20 0.000 0.310 0.000 + 21 6.940 0.170 0.000 + 22 13.660 -0.260 0.000 + 23 14.360 -0.660 0.000 + 24 14.795 -1.300 0.000 + 25 15.040 -1.660 0.000 + 26 16.270 -1.970 0.000 + 27 17.660 -1.390 0.000 + 28 17.820 -1.300 0.000 + 29 18.550 -0.890 0.000 + 30 19.520 -0.260 0.000 + 31 23.140 0.070 0.000 + 32 23.249 0.095 0.000 + 33 24.850 0.460 0.000 + 34 27.950 1.460 0.000 + 35 30.440 2.300 0.000 + 36 31.740 2.600 0.000 + 37 32.790 2.740 0.000 + 38 34.010 2.730 0.000 + 39 35.240 2.710 0.000 + 40 36.220 2.620 0.000 + 41 37.630 2.120 0.000 + 42 41.880 0.370 0.000 + 43 43.030 0.130 0.000 + 44 46.260 -0.120 0.000 + 45 47.240 -1.160 0.000 + 46 0.000 -1.300 0.000 + 47 23.339 -0.930 0.000 + 48 30.755 1.300 0.000 + 49 32.908 1.700 0.000 + 50 36.000 1.700 0.000 + 51 41.879 -0.400 0.000 + 52 25.053 -1.300 0.000 + 53 38.729 -1.300 0.000 + 54 25.054 -2.200 0.000 + 55 38.729 -2.200 0.000 + 56 0.000 -2.200 0.000 + 57 0.000 -10.000 0.000 + 58 65.930 -10.000 0.000 + 59 0.000 1.600 0.000 + 60 28.327 1.600 0.000 + 61 28.657 0.670 0.000 + 62 39.500 0.400 0.000 + 63 41.791 -0.475 0.000 + 64 46.841 -0.700 0.000 + 65 65.930 -0.700 0.000 + 66 41.759 0.520 0.000 + 67 47.978 0.180 0.000 + 68 65.930 0.000 0.000 + 69 16.270 1.600 0.000 +[END OF POINTS] + +[CURVES] + 74 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 13 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 2 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 14 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 16 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 9 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 8 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 12 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 24 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 45 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 52 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 12 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 54 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 54 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 55 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 16 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 69 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 66 +[END OF CURVES] + +[BOUNDARIES] + 16 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 72 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 18 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 14 17 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 14 15 19 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 11 14 15 3 20 4 5 + 6 7 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 12 8 15 3 20 4 5 + 6 7 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 16 12 13 1 2 3 20 4 + 5 6 7 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 62 63 13 1 2 3 20 4 + 5 6 7 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 10 62 59 56 1 2 3 20 4 + 5 6 7 + 9 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 9 61 58 59 56 1 2 3 20 4 + 5 6 7 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 60 58 59 56 1 2 3 20 4 5 + 6 7 + 11 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 54 57 58 59 56 + 1 2 3 20 4 5 6 7 + 12 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 54 55 56 1 2 + 3 20 4 5 6 7 + 13 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 48 49 50 51 52 + 53 46 1 2 3 20 4 5 6 7 + 14 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 47 25 26 27 28 29 30 31 32 33 + 34 35 36 37 38 39 40 41 42 43 + 44 45 46 1 2 3 20 4 5 6 + 7 + 15 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 39 40 + 41 42 43 44 45 46 1 2 3 20 + 4 5 6 7 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 16 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 16 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 16 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 64 65 66 67 68 69 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 73 74 70 71 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 15 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand WVP + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei duin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei duin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Veen onder + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Veen naast + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei duin + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + zand los + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + Klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + klei duin + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_272 +Binnenwaartse stabiliteit [STBI] +Km 10-26,9 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 15 Number of layers + 15 100 + 14 100 100 + 13 100 100 100 + 12 100 100 100 100 + 11 100 100 100 100 100 + 10 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 0 0 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 +[CIRCLES] + 39.019 52.729 10 X-direction + 3.707 12.267 5 Y-direction + 0.000 -10.000 10 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 33.19 35.69 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 15 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +nul +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=300.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 18 +[LIFT SLIP DATA] + 37.836 44.963 15 X-direction Left + 2.349 3.698 10 Y-direction Left + 49.715 52.091 5 X-direction Right + 2.349 3.024 5 Y-direction Right + 1.349 1.349 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 15 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_5.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_5.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_5.sti (revision 706) @@ -0,0 +1,1606 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:26:04 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_066_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 72 - Number of geometry points - + 1 0.000 0.000 0.000 + 2 0.000 4.100 0.000 + 3 0.000 0.170 0.000 + 4 13.780 0.170 0.000 + 5 22.340 0.310 0.000 + 6 23.760 0.620 0.000 + 7 24.550 0.720 0.000 + 8 25.580 0.200 0.000 + 9 25.811 0.000 0.000 + 10 26.330 -0.450 0.000 + 11 27.070 -0.320 0.000 + 12 27.431 0.000 0.000 + 13 27.960 0.470 0.000 + 14 29.790 0.590 0.000 + 15 33.730 0.750 0.000 + 16 38.300 1.190 0.000 + 17 43.950 2.070 0.000 + 18 49.970 3.450 0.000 + 19 53.660 4.710 0.000 + 20 54.369 4.734 0.000 + 21 54.540 4.740 0.000 + 22 55.180 4.760 0.000 + 23 55.940 4.780 0.000 + 24 56.640 4.760 0.000 + 25 57.140 4.750 0.000 + 26 57.690 4.750 0.000 + 27 59.790 4.140 0.000 + 28 63.860 2.700 0.000 + 29 67.690 1.710 0.000 + 30 70.580 1.280 0.000 + 31 76.980 1.010 0.000 + 32 79.140 0.840 0.000 + 33 81.420 0.370 0.000 + 34 82.170 0.250 0.000 + 35 82.505 0.000 0.000 + 36 83.350 -0.630 0.000 + 37 83.660 -0.630 0.000 + 38 84.498 0.000 0.000 + 39 84.790 0.220 0.000 + 40 93.330 0.250 0.000 + 41 107.530 0.230 0.000 + 42 57.545 4.150 0.000 + 43 64.000 2.100 0.000 + 44 67.617 1.110 0.000 + 45 70.635 0.680 0.000 + 46 76.944 0.400 0.000 + 47 78.522 0.347 0.000 + 48 54.460 3.000 0.000 + 49 64.460 0.000 0.000 + 50 77.460 -0.500 0.000 + 51 78.087 0.000 0.000 + 52 82.166 0.000 0.000 + 53 0.000 -1.500 0.000 + 54 82.141 -1.500 0.000 + 55 0.000 -4.000 0.000 + 56 82.100 -4.000 0.000 + 57 84.813 -1.500 0.000 + 58 107.530 -1.500 0.000 + 59 84.846 -4.000 0.000 + 60 107.530 -4.000 0.000 + 61 0.000 -10.000 0.000 + 62 107.530 -10.000 0.000 + 63 0.000 4.100 0.000 + 64 51.743 4.100 0.000 + 65 58.002 4.000 0.000 + 66 67.625 1.174 0.000 + 67 80.000 -0.700 0.000 + 68 107.530 -0.700 0.000 + 69 26.772 4.100 0.000 + 70 83.356 0.620 0.000 + 71 107.530 0.610 0.000 + 72 70.580 1.830 0.000 +[END OF POINTS] + +[CURVES] + 74 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 42 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 32 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 49 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 34 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 35 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 57 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 57 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 59 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 59 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 68 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 69 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 71 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 72 + 74 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 72 70 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 65 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 56 64 63 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 56 57 61 62 63 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 56 57 61 60 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 56 57 55 58 33 34 35 36 59 60 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 56 57 55 58 33 34 35 36 37 38 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 56 57 55 53 32 33 34 35 36 37 + 38 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 54 55 53 32 33 34 35 36 37 38 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 51 + 48 49 52 53 32 33 34 35 36 37 + 38 + 9 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 51 + 48 49 50 45 30 31 32 33 34 35 + 36 37 38 + 10 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 46 47 48 + 49 50 45 30 31 32 33 34 35 36 + 37 38 + 11 - Boundary number + 38 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 39 40 41 42 43 44 45 30 + 31 32 33 34 35 36 37 38 + 12 - Boundary number + 38 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 38 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 66 67 68 69 70 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 71 73 74 72 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_66 +Binnenwaartse stabiliteit [STBI] +Km 10-6,4 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 64.880 84.620 10 X-direction + 10.990 30.770 10 Y-direction + 2.000 -6.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 54.50 57.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_11.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_11.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_11.sti (revision 706) @@ -0,0 +1,1400 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:41 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Z_165_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 7 = number of items +[SOIL] +Klei antropogeen (1) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.90 +SoilGamOvenDry=0.01 +SoilGamWet=18.30 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=23.80 +SoilDilatancy=23.80 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei Duinkerke (1) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.70 +SoilGamOvenDry=0.01 +SoilGamWet=16.20 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Veen Holland (naast) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.80 +SoilPhi=14.70 +SoilDilatancy=14.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Veen Holland (onder) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=8.00 +SoilPhi=24.70 +SoilDilatancy=24.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Zand los (1) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=26.70 +SoilDilatancy=26.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (5) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=28.50 +SoilDilatancy=28.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Veen Holland (naast) (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.30 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 38 - Number of geometry points - + 1 0.000 -0.800 0.000 + 2 83.710 -0.800 0.000 + 3 0.000 -0.830 0.000 + 4 11.710 -0.810 0.000 + 5 21.800 -0.800 0.000 + 6 23.790 -0.890 0.000 + 7 24.059 -1.200 0.000 + 8 24.640 -1.870 0.000 + 9 25.910 -1.910 0.000 + 10 26.689 -1.200 0.000 + 11 26.920 -0.990 0.000 + 12 28.240 -0.800 0.000 + 13 63.580 -0.800 0.000 + 14 63.660 -0.820 0.000 + 15 63.999 -1.200 0.000 + 16 64.258 -1.490 0.000 + 17 64.580 -1.850 0.000 + 18 65.140 -1.830 0.000 + 19 65.431 -1.506 0.000 + 20 65.706 -1.200 0.000 + 21 65.850 -1.040 0.000 + 22 67.100 -0.800 0.000 + 23 69.530 -0.740 0.000 + 24 70.476 -0.800 0.000 + 25 0.000 -1.200 0.000 + 26 40.050 -1.200 0.000 + 27 61.000 -1.200 0.000 + 28 40.120 -2.800 0.000 + 29 61.000 -2.800 0.000 + 30 0.000 -2.800 0.000 + 31 64.250 -2.800 0.000 + 32 65.425 -2.800 0.000 + 33 71.580 -0.870 0.000 + 34 83.710 -0.820 0.000 + 35 83.710 -1.200 0.000 + 36 83.710 -2.800 0.000 + 37 0.000 -10.000 0.000 + 38 83.710 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 42 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 7 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 15 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 22 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 2 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 12 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 28 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 16 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 19 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 33 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 36 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 41 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 40 + 3 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 17 18 37 38 + 39 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 17 18 37 30 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 35 36 16 17 18 19 20 + 30 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 32 27 33 34 13 14 15 16 17 18 + 19 20 30 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 32 27 28 25 12 13 14 15 16 17 + 18 19 20 30 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 23 26 27 28 25 12 + 13 14 15 16 17 18 19 20 30 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 23 24 25 12 13 14 + 15 16 17 18 19 20 30 + 10 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 8 9 22 10 11 12 + 13 14 15 16 17 18 19 20 30 + 11 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 21 5 6 7 8 9 22 29 19 20 + 30 + 12 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 22 + 29 19 20 30 + 13 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 2 31 22 29 19 20 30 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 14 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 14 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 14 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 13 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Veen Holland (naast) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei antropogeen (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Veen Holland (naast) (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Veen Holland (naast) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Veen Holland (naast) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Veen Holland (onder) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Klei antropogeen (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + Klei Duinkerke (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_162 +Binnenwaartse stabiliteit [STBI] +Km 10-16,0 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 13 Number of layers + 13 100 + 12 100 100 + 11 100 100 100 + 10 100 100 100 100 + 9 100 100 100 100 100 + 8 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[CIRCLES] + 58.150 64.150 10 X-direction + 2.169 9.730 10 Y-direction + 1.000 -5.000 15 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 50.00 52.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 13 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_2.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_2.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_2.sti (revision 706) @@ -0,0 +1,1528 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:23:00 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_024_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei antropogeen (0) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 71 - Number of geometry points - + 1 0.000 4.400 0.000 + 2 0.000 1.310 0.000 + 3 10.760 1.210 0.000 + 4 17.510 1.380 0.000 + 5 19.030 1.010 0.000 + 6 20.060 0.320 0.000 + 7 21.240 -0.490 0.000 + 8 22.460 -0.010 0.000 + 9 23.070 0.610 0.000 + 10 27.990 0.810 0.000 + 11 33.660 1.040 0.000 + 12 41.590 2.430 0.000 + 13 45.920 4.040 0.000 + 14 49.310 5.470 0.000 + 15 50.610 5.570 0.000 + 16 51.030 5.590 0.000 + 17 51.820 5.600 0.000 + 18 52.640 5.570 0.000 + 19 53.030 5.560 0.000 + 20 53.700 5.570 0.000 + 21 57.120 4.550 0.000 + 22 61.680 3.040 0.000 + 23 66.950 1.670 0.000 + 24 75.610 1.150 0.000 + 25 82.910 0.620 0.000 + 26 83.277 0.400 0.000 + 27 84.019 -0.045 0.000 + 28 84.760 -0.490 0.000 + 29 85.126 -0.700 0.000 + 30 85.474 -0.900 0.000 + 31 85.648 -1.000 0.000 + 32 85.840 -1.110 0.000 + 33 87.460 -1.060 0.000 + 34 87.573 -1.000 0.000 + 35 87.762 -0.900 0.000 + 36 88.139 -0.700 0.000 + 37 88.440 -0.540 0.000 + 38 89.960 0.400 0.000 + 39 99.150 0.570 0.000 + 40 53.682 5.000 0.000 + 41 61.479 2.400 0.000 + 42 66.954 1.070 0.000 + 43 75.644 0.550 0.000 + 44 76.298 0.371 0.000 + 45 51.777 4.500 0.000 + 46 58.200 1.100 0.000 + 47 61.200 0.200 0.000 + 48 74.200 -0.500 0.000 + 49 0.000 -1.000 0.000 + 50 85.000 -1.000 0.000 + 51 0.000 -4.500 0.000 + 52 50.000 -4.500 0.000 + 53 85.000 -4.500 0.000 + 54 88.500 -1.000 0.000 + 55 99.150 -1.000 0.000 + 56 88.500 -4.500 0.000 + 57 99.150 -4.500 0.000 + 58 0.000 -10.000 0.000 + 59 99.150 -10.000 0.000 + 60 0.000 4.500 0.000 + 61 48.000 4.500 0.000 + 62 66.955 1.053 0.000 + 63 84.533 -0.350 0.000 + 64 99.150 -0.350 0.000 + 65 21.707 4.500 0.000 + 66 86.103 -0.100 0.000 + 67 99.150 -0.300 0.000 + 68 50.000 3.600 0.000 + 69 57.833 3.600 0.000 + 70 61.476 2.389 0.000 + 71 67.060 2.320 0.000 +[END OF POINTS] + +[CURVES] + 70 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 40 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 27 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 44 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 50 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 54 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 56 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 65 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 68 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 69 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 69 70 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 70 62 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 71 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 71 66 +[END OF CURVES] + +[BOUNDARIES] + 9 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 59 + 1 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 51 52 56 58 + 2 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 51 52 56 57 55 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 50 30 31 32 54 55 + 4 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 51 52 53 50 30 31 32 33 34 35 + 36 37 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 49 50 30 31 32 33 34 35 36 37 + 6 - Boundary number + 31 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 44 45 46 47 48 43 26 + 27 28 29 30 31 32 33 34 35 36 + 37 + 7 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 38 39 40 + 41 42 43 26 27 28 29 30 31 32 + 33 34 35 36 37 + 8 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 33 34 35 36 37 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 9 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 9 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 9 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 60 65 66 67 68 61 62 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 63 69 70 64 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 8 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_24 +Binnenwaartse stabiliteit [STBI] +Km 10-2,1 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 8 Number of layers + 8 100 + 7 100 100 + 6 100 100 100 + 5 100 100 100 100 + 4 100 100 100 100 100 + 3 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 +[CIRCLES] + 57.360 77.294 10 X-direction + 11.260 22.215 5 Y-direction + 1.000 -10.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 50.00 52.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 8 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 8 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_1.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_1.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_1.sti (revision 706) @@ -0,0 +1,1666 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:18:50 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_005_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=8454143 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei (0) +SoilColor=16744448 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=10485760 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei antropogeen (0) +SoilColor=16777088 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 64 - Number of geometry points - + 1 0.000 0.920 0.000 + 2 10.140 0.950 0.000 + 3 17.080 0.880 0.000 + 4 19.450 0.810 0.000 + 5 20.620 0.300 0.000 + 6 21.840 -0.610 0.000 + 7 23.080 -0.380 0.000 + 8 24.610 0.630 0.000 + 9 29.240 1.040 0.000 + 10 33.310 1.460 0.000 + 11 36.260 2.190 0.000 + 12 42.410 4.080 0.000 + 13 45.230 4.900 0.000 + 14 46.420 5.240 0.000 + 15 47.380 5.270 0.000 + 16 47.920 5.320 0.000 + 17 49.530 5.370 0.000 + 18 49.960 5.360 0.000 + 19 50.590 5.360 0.000 + 20 51.800 5.050 0.000 + 21 55.130 4.090 0.000 + 22 58.600 3.230 0.000 + 23 60.760 2.890 0.000 + 24 64.810 2.570 0.000 + 25 69.060 2.310 0.000 + 26 71.550 0.990 0.000 + 27 72.110 1.000 0.000 + 28 73.340 1.320 0.000 + 29 74.750 2.540 0.000 + 30 80.780 2.540 0.000 + 31 0.000 -10.000 0.000 + 32 80.780 -10.000 0.000 + 33 80.780 -1.200 0.000 + 34 0.000 -1.200 0.000 + 35 37.546 2.585 0.000 + 36 0.000 4.700 0.000 + 37 80.780 -0.200 0.000 + 38 80.780 3.630 0.000 + 39 22.120 4.700 0.000 + 40 70.416 1.595 0.000 + 41 0.000 -3.500 0.000 + 42 80.780 -3.500 0.000 + 43 80.780 0.630 0.000 + 44 50.697 4.700 0.000 + 45 70.190 1.711 0.000 + 46 73.866 1.775 0.000 + 47 70.208 -3.500 0.000 + 48 73.910 -3.500 0.000 + 49 70.194 0.630 0.000 + 50 73.876 0.630 0.000 + 51 70.200 -1.200 0.000 + 52 73.891 -1.200 0.000 + 53 72.090 3.800 0.000 + 54 59.000 3.900 0.000 + 55 49.000 4.500 0.000 + 56 47.897 4.486 0.000 + 57 50.482 4.760 0.000 + 58 58.535 2.630 0.000 + 59 69.124 1.710 0.000 + 60 60.610 0.630 0.000 + 61 70.193 1.016 0.000 + 62 58.800 1.233 0.000 + 63 58.553 2.630 0.000 + 64 73.657 1.595 0.000 +[END OF POINTS] + +[CURVES] + 67 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 35 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 45 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 46 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 39 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 47 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 42 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 60 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 49 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 43 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 33 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 44 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 49 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 51 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 52 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 38 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 54 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 62 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 26 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 56 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 58 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 59 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 57 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 45 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 63 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 40 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 64 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 37 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 33 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 35 36 37 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 48 36 37 + 3 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 42 43 51 37 + 4 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 47 + 43 44 + 6 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 40 + 50 44 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 38 39 40 + 41 + 8 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 59 58 55 56 46 40 + 41 + 9 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 59 58 55 56 57 28 + 29 30 49 41 + 10 - Boundary number + 24 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 59 58 55 56 57 28 + 29 30 31 32 + 11 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 62 60 + 61 63 27 28 29 30 31 32 + 12 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 29 30 + 31 32 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 34 45 64 65 66 67 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 34 53 54 52 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_05 +Binnenwaartse stabiliteit [STBI] +Km 10-0,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 0 + 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 54.794 71.516 10 X-direction + 6.775 10.035 5 Y-direction + -2.000 -5.000 12 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 47.50 50.00 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 12 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/scenarios.csv =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/scenarios.csv (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/scenarios.csv (revision 706) @@ -0,0 +1,26 @@ +location_id;location_scenario_id;water_height;water_height_low;dike_table_height;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;uplift_criterion_piping;uplift_criterion_stability;safety_factor_piping +DWP_1;1;4.4;0;4.9;1.17;1.17;1.2;1.2;1.2 +DWP_2;1;4.25;0;4.75;1.17;1.17;1.2;1.2;1.2 +DWP_3;1;4.1;0;4.6;1.17;1.17;1.2;1.2;1.2 +DWP_4;1;3.85;0;4.35;1.17;1.17;1.2;1.2;1.2 +DWP_5;1;3.75;0;4.25;1.17;1.17;1.2;1.2;1.2 +DWP_6;1;3.55;0;4.05;1.17;1.17;1.2;1.2;1.2 +DWP_7;1;3.45;0;3.95;1.17;1.17;1.2;1.2;1.2 +DWP_8;1;3.35;0;3.85;1.17;1.17;1.2;1.2;1.2 +DWP_9;1;3.2;0;3.7;1.17;1.17;1.2;1.2;1.2 +DWP_10;1;1.5;0;2;1.17;1.17;1.2;1.2;1.2 +DWP_10;1;1.6;0;2;1.17;1.17;1.2;1.2;1.2 +DWP_10;1;1.7;0;2;1.17;1.17;1.2;1.2;1.2 +DWP_11;1;1.5;0;2;1.17;1.17;1.2;1.2;1.2 +DWP_12;1;1.5;0;2;1.17;1.17;1.2;1.2;1.2 +DWP_13;1;1.6;0;2.1;1.17;1.17;1.2;1.2;1.2 +DWP_14;1;1.6;0;2.1;1.17;1.17;1.2;1.2;1.2 +DWP_15;1;1.6;0;2.1;1.17;1.17;1.2;1.2;1.2 +DWP_16;1;1.6;0;2.1;1.17;1.17;1.2;1.2;1.2 +DWP_17;1;1.6;0;2.1;1.17;1.17;1.2;1.2;1.2 +DWP_18;1;1.7;0;2.2;1.17;1.17;1.2;1.2;1.2 +DWP_19;1;1.9;0;2.4;1.17;1.17;1.2;1.2;1.2 +DWP_20;1;1.9;0;2.4;1.17;1.17;1.2;1.2;1.2 +DWP_21;1;1.9;0;2.4;1.17;1.17;1.2;1.2;1.2 +DWP_22;1;2;0;2.5;1.17;1.17;1.2;1.2;1.2 +DWP_23;1;2.1;0;2.6;1.17;1.17;1.2;1.2;1.2 Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_4.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_4.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_4.sti (revision 706) @@ -0,0 +1,1464 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 12:25:03 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Y_054_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=3.00 +SoilPhi=26.00 +SoilDilatancy=26.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.50 +SoilGamWet=18.50 +SoilRestSlope=0 +SoilCohesion=9.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=24.00 +SoilDilatancy=24.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=11.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +veen (0) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_zand +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 68 - Number of geometry points - + 1 0.000 0.520 0.000 + 2 14.370 0.470 0.000 + 3 24.050 0.500 0.000 + 4 24.960 0.140 0.000 + 5 25.480 -0.540 0.000 + 6 27.250 -0.740 0.000 + 7 28.200 0.210 0.000 + 8 29.800 0.490 0.000 + 9 37.810 0.730 0.000 + 10 44.880 1.460 0.000 + 11 50.770 2.570 0.000 + 12 55.800 3.830 0.000 + 13 58.860 4.800 0.000 + 14 59.740 4.870 0.000 + 15 60.950 4.880 0.000 + 16 62.150 4.850 0.000 + 17 62.990 4.740 0.000 + 18 65.870 3.780 0.000 + 19 71.560 2.030 0.000 + 20 74.930 1.320 0.000 + 21 79.710 1.050 0.000 + 22 83.450 1.010 0.000 + 23 88.250 0.380 0.000 + 24 90.680 -0.080 0.000 + 25 91.280 -0.650 0.000 + 26 92.160 -0.930 0.000 + 27 93.200 -1.550 0.000 + 28 95.030 -1.010 0.000 + 29 95.690 -0.740 0.000 + 30 96.600 -0.060 0.000 + 31 105.470 0.260 0.000 + 32 105.470 -10.000 0.000 + 33 0.000 -10.000 0.000 + 34 0.000 -2.000 0.000 + 35 105.470 -2.000 0.000 + 36 105.470 -0.800 0.000 + 37 0.000 -0.800 0.000 + 38 95.543 -0.800 0.000 + 39 91.751 -0.800 0.000 + 40 24.991 0.100 0.000 + 41 28.090 0.100 0.000 + 42 89.729 0.100 0.000 + 43 101.035 0.100 0.000 + 44 0.000 4.200 0.000 + 45 105.470 -0.700 0.000 + 46 0.000 4.200 0.000 + 47 105.470 0.050 0.000 + 48 56.973 4.200 0.000 + 49 90.719 -0.700 0.000 + 50 66.385 3.000 0.000 + 51 91.647 -2.000 0.000 + 52 95.510 -2.000 0.000 + 53 93.583 0.300 0.000 + 54 74.866 1.180 0.000 + 55 60.800 3.500 0.000 + 56 70.000 0.000 0.000 + 57 81.000 -0.500 0.000 + 58 69.737 0.100 0.000 + 59 59.100 3.500 0.000 + 60 82.531 1.020 0.000 + 61 81.604 0.100 0.000 + 62 62.854 4.140 0.000 + 63 71.368 1.400 0.000 + 64 74.845 0.720 0.000 + 65 74.900 0.649 0.000 + 66 59.712 3.000 0.000 + 67 71.353 1.368 0.000 + 68 26.620 4.200 0.000 +[END OF POINTS] + +[CURVES] + 69 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 40 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 41 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 60 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 42 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 38 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 31 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 39 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 26 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 51 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 58 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 48 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 45 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 38 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 58 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 56 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 57 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 61 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 55 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 59 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 61 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 62 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 49 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 66 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 50 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 67 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 67 65 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 68 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 68 54 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 45 + 1 - Boundary number + 3 - number of curves on boundary, next line(s) are curvenumbers + 38 39 40 + 2 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 38 39 49 42 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 38 39 49 32 33 34 35 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 38 48 37 29 30 31 32 33 34 35 + 5 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 41 37 29 30 31 32 33 34 35 + 6 - Boundary number + 23 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 43 53 54 + 55 44 27 28 36 37 29 30 31 32 + 33 34 35 + 7 - Boundary number + 26 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 43 53 54 + 55 56 24 25 26 27 28 36 37 29 + 30 31 32 33 34 35 + 8 - Boundary number + 35 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 58 57 52 53 54 55 + 56 24 25 26 27 28 36 37 29 30 + 31 32 33 34 35 + 9 - Boundary number + 36 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 62 59 60 + 61 56 24 25 26 27 28 36 37 29 + 30 31 32 33 34 35 + 10 - Boundary number + 37 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 15 16 17 18 19 20 + 21 22 23 24 25 26 27 28 36 37 + 29 30 31 32 33 34 35 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 7 - number of curves on PlLine, next line(s) are curvenumbers + 46 64 65 66 67 63 47 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 68 69 51 50 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + wl_zand + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + zand antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + klei antropogeen + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_54 +Binnenwaartse stabiliteit [STBI] +Km 10-5,2 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 100 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 70.186 105.379 10 X-direction + 26.824 32.618 10 Y-direction + 3.000 -3.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 60.00 62.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 10 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 10 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_9.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_9.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_9.sti (revision 706) @@ -0,0 +1,1708 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:41 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Y_130_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 8 = number of items +[SOIL] +klei antropogeen (2) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +zand antropogeen +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.50 +SoilGamOvenDry=0.01 +SoilGamWet=19.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=27.00 +SoilDilatancy=27.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (9) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=4.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei humeus +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=3.00 +SoilPhi=20.00 +SoilDilatancy=20.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (5) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=2.50 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (6) +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=31.00 +SoilDilatancy=31.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +veen (6) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamOvenDry=0.01 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +klei (10) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 53 - Number of geometry points - + 1 0.000 0.030 0.000 + 2 6.242 0.063 0.000 + 3 11.320 0.090 0.000 + 4 12.450 -0.320 0.000 + 5 13.650 -0.310 0.000 + 6 56.270 0.250 0.000 + 7 36.660 -0.300 0.000 + 8 40.660 -0.500 0.000 + 9 41.300 -1.500 0.000 + 10 42.390 -1.500 0.000 + 11 43.160 -0.500 0.000 + 12 75.780 0.152 0.000 + 13 14.476 0.093 0.000 + 14 56.395 0.133 0.000 + 15 35.774 0.113 0.000 + 16 56.270 0.133 0.000 + 17 55.000 -1.100 0.000 + 18 49.137 -0.177 0.000 + 19 56.265 -1.103 0.000 + 20 55.000 -1.100 0.000 + 21 14.900 0.300 0.000 + 22 35.162 0.399 0.000 + 23 47.223 0.124 0.000 + 24 50.985 0.128 0.000 + 25 52.668 0.130 0.000 + 26 53.374 0.488 0.000 + 27 53.790 0.700 0.000 + 28 55.740 0.500 0.000 + 29 52.413 0.000 0.000 + 30 0.000 -1.800 0.000 + 31 15.000 -1.800 0.000 + 32 31.000 -2.300 0.000 + 33 50.000 -1.100 0.000 + 34 56.265 -1.131 0.000 + 35 0.000 -4.000 0.000 + 36 15.000 -4.000 0.000 + 37 31.000 -4.000 0.000 + 38 50.000 -4.800 0.000 + 39 56.252 -4.800 0.000 + 40 57.046 -0.474 0.000 + 41 57.430 -0.833 0.000 + 42 57.810 -0.810 0.000 + 43 58.590 -0.180 0.000 + 44 65.710 -0.240 0.000 + 45 75.780 -0.240 0.000 + 46 58.589 -1.109 0.000 + 47 58.589 -1.142 0.000 + 48 58.587 -4.800 0.000 + 49 75.780 -1.150 0.000 + 50 75.780 -1.226 0.000 + 51 75.780 -4.800 0.000 + 52 0.000 -10.000 0.000 + 53 75.780 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 63 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 13 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 14 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 20 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 13 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 15 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 6 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 25 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 18 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 28 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 16 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 19 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 34 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 14 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 40 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 46 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 43 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 47 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 48 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 49 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 50 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 51 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 22 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 63 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 62 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 59 61 + 3 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 59 57 60 + 4 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 58 59 57 55 52 53 + 5 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 56 57 55 52 53 + 6 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 54 55 52 53 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 16 47 48 49 + 50 51 52 53 + 8 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 16 47 14 + 9 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 42 43 44 45 46 41 16 15 6 14 + 10 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 37 38 39 40 41 16 15 6 14 + 11 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 17 19 16 15 6 14 + 12 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 36 15 6 14 + 13 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 35 30 6 14 + 14 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 28 29 30 6 14 + 15 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 28 29 30 6 14 + 16 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 7 8 9 10 + 11 12 34 32 27 28 29 30 6 14 + 17 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 24 33 34 32 + 27 28 29 30 6 14 + 18 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 24 25 31 32 + 27 28 29 30 6 14 + 19 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 13 24 25 26 27 + 28 29 30 6 14 + 20 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 21 22 23 24 25 + 26 27 28 29 30 6 14 + 21 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 20 21 22 23 24 25 26 27 + 28 29 30 6 14 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 22 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 22 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 22 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 21 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + veen (6) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + klei (10) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + klei (10) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + klei (10) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + veen (5) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + zand antropogeen + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + klei antropogeen (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + klei (9) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel P10_128 +Binnenwaartse stabiliteit [STBI] +Km 10-12,6 +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 21 Number of layers + 21 100 + 20 100 100 + 19 100 100 100 + 18 100 100 100 100 + 17 100 100 100 100 100 + 16 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 100 + 0 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 44.079 48.039 15 X-direction + 20.181 23.521 15 Y-direction + 1.000 -5.500 20 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.30 = magnitude + 30.00 32.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 11 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 21 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_23.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_23.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_23.sti (revision 706) @@ -0,0 +1,3135 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 19-7-2013 +TIME : 14:28:57 +FILENAME : F:\Themas en Projecten\19092 Implementatie DAM 1.0\Instructie 18-7-2013\Invoer toetssommen\Dijkring 10\Stabiliteit\Geometries toetsing dijkring 10\10Z_369_STBI.sti +CREATED BY : D-Geo Stability version 10.1.3.2 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 16 = number of items +[SOIL] +Dijkmateriaal kleiig (OB) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Dijkmateriaal kleiig (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKN) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Klei Duinkerke (DKO) +SoilColor=32768 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Klei Duinkerke (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) +SoilColor=16512 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Pleistoceen +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Zand Dijkmateriaal +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand OA (0-27,5) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (0-28) +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (0-28) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Betuwe (1-20) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Betuwe (1-20) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (OB) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (OB) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKN) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (DKO) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.00 +SoilGamWet=15.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (DKO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVN) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVN) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +GD (HVO) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=10.50 +SoilGamWet=10.50 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=GD (HVO) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (0) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=11.00 +SoilGamWet=11.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Hollandveen (HVN) +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +wl_Zand Pleistoceen +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=18.00 +SoilGamWet=20.00 +SoilRestSlope=0 +SoilCohesion=5.00 +SoilPhi=21.00 +SoilDilatancy=21.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName=Zand (0-30) +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.01 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.00 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=0.00 +SoilDesignStdCohesion=0.00 +SoilDesignPartialPhi=0.00 +SoilDesignStdPhi=0.00 +SoilDesignPartialStressTable=0.00 +SoilDesignStdStressTable=0.00 +SoilDesignPartialRatioCuPc=0.00 +SoilDesignStdRatioCuPc=0.00 +SoilDesignPartialCu=0.00 +SoilDesignStdCu=0.00 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 56 - Number of geometry points - + 1 78.000 -0.610 0.000 + 2 61.540 -0.210 0.000 + 3 60.566 -0.625 0.000 + 4 60.390 -0.700 0.000 + 5 59.790 -0.790 0.000 + 6 59.676 -0.625 0.000 + 7 58.970 0.400 0.000 + 8 56.008 0.454 0.000 + 9 53.710 0.700 0.000 + 10 51.440 1.990 0.000 + 11 48.870 2.880 0.000 + 12 46.600 3.150 0.000 + 13 45.510 3.210 0.000 + 14 42.260 3.350 0.000 + 15 39.080 3.380 0.000 + 16 37.670 3.290 0.000 + 17 35.000 3.230 0.000 + 18 33.490 3.070 0.000 + 19 32.707 2.603 0.000 + 20 30.910 1.530 0.000 + 21 27.990 1.610 0.000 + 22 24.340 1.200 0.000 + 23 24.173 1.140 0.000 + 24 22.450 0.520 0.000 + 25 21.530 0.610 0.000 + 26 20.080 1.120 0.000 + 27 17.440 1.240 0.000 + 28 0.000 1.060 0.000 + 29 78.000 -0.625 0.000 + 30 50.524 0.747 0.000 + 31 32.713 1.013 0.000 + 32 54.319 -0.625 0.000 + 33 50.524 -0.899 0.000 + 34 59.739 -0.716 0.000 + 35 78.000 -3.125 0.000 + 36 50.524 -3.125 0.000 + 37 41.389 -1.560 0.000 + 38 32.720 -0.821 0.000 + 39 32.771 -3.125 0.000 + 40 30.427 -0.625 0.000 + 41 0.000 -0.625 0.000 + 42 0.000 -3.125 0.000 + 43 59.669 -3.125 0.000 + 44 61.543 -0.625 0.000 + 45 61.560 -3.125 0.000 + 46 78.000 -10.000 0.000 + 47 0.000 -10.000 0.000 + 48 78.000 -1.300 0.000 + 49 57.153 -1.300 0.000 + 50 46.600 1.500 0.000 + 51 32.000 2.000 0.000 + 52 0.000 2.000 0.000 + 53 78.000 -0.560 0.000 + 54 59.545 0.240 0.000 + 55 22.127 2.000 0.000 + 56 34.000 1.500 0.000 +[END OF POINTS] + +[CURVES] + 60 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 34 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 44 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 9 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 6 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 35 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 45 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 43 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 36 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 36 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 38 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 6 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 44 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 55 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 50 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 56 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 52 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 48 44 39 38 37 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 47 46 45 44 39 38 37 + 3 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 43 45 44 39 + 38 37 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 43 42 41 40 + 39 38 37 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 36 40 39 + 38 37 + 6 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 36 40 39 + 49 6 5 4 3 30 50 37 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 36 35 34 + 6 5 4 3 30 50 37 + 8 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 33 32 31 9 8 + 7 6 5 4 3 30 50 37 + 9 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 30 50 37 + 10 - Boundary number + 30 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 51 50 37 + 11 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 51 29 + 12 - Boundary number + 28 - number of curves on boundary, next line(s) are curvenumbers + 28 27 26 25 24 23 22 21 20 19 + 18 17 16 15 14 13 12 11 10 9 + 8 7 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 5 - number of curves on PlLine, next line(s) are curvenumbers + 55 60 59 54 53 + 2 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 58 57 56 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + wl_Zand Pleistoceen + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVO) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei Duinkerke (DKO) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Klei Duinkerke (DKN) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Hollandveen (HVN) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) + 99 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 1 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +Dwarsprofiel Pzg_209 +Buitenwaartse stabiliteit [STBU] +Km 10-42,6 +[MODEL] + 1 : Bishop + 2 : Stress tables + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 0 0 0 0 0 0 100 + 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[CIRCLES] + 51.498 58.906 15 X-direction + 6.180 13.231 15 Y-direction + 0.892 -4.108 15 Tangent lines + 78.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 15.00 = magnitude + 40.00 42.50 = xstart and xend + 45.00 = distribution angle + 2 = temporary load +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 14 = number of items +[STRESS CURVE] +GD (DKN) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.31 +SoilStressTableTau=2.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=8.62 +SoilStressTableTau=4.71 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=12.92 +SoilStressTableTau=6.78 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=17.23 +SoilStressTableTau=8.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.54 +SoilStressTableTau=10.86 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.85 +SoilStressTableTau=12.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.16 +SoilStressTableTau=14.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.47 +SoilStressTableTau=15.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.77 +SoilStressTableTau=17.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.08 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=47.39 +SoilStressTableTau=19.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.70 +SoilStressTableTau=21.33 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.01 +SoilStressTableTau=22.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=60.31 +SoilStressTableTau=24.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.62 +SoilStressTableTau=25.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.93 +SoilStressTableTau=27.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.24 +SoilStressTableTau=27.48 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.55 +SoilStressTableTau=28.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (DKO) +21 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.82 +SoilStressTableTau=3.77 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.63 +SoilStressTableTau=6.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.45 +SoilStressTableTau=8.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.27 +SoilStressTableTau=10.49 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.08 +SoilStressTableTau=12.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=28.90 +SoilStressTableTau=14.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.72 +SoilStressTableTau=16.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=38.53 +SoilStressTableTau=17.99 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=43.35 +SoilStressTableTau=19.23 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=48.17 +SoilStressTableTau=20.63 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=52.98 +SoilStressTableTau=22.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=57.80 +SoilStressTableTau=23.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=62.62 +SoilStressTableTau=24.91 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.43 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.25 +SoilStressTableTau=27.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.07 +SoilStressTableTau=28.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=81.88 +SoilStressTableTau=30.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=86.70 +SoilStressTableTau=31.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=91.52 +SoilStressTableTau=33.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.33 +SoilStressTableTau=34.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVN) +12 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=3.67 +SoilStressTableTau=1.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=7.34 +SoilStressTableTau=3.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=11.01 +SoilStressTableTau=5.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.68 +SoilStressTableTau=7.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=18.35 +SoilStressTableTau=9.58 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=22.01 +SoilStressTableTau=11.27 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.68 +SoilStressTableTau=13.18 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.35 +SoilStressTableTau=13.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.02 +SoilStressTableTau=14.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.69 +SoilStressTableTau=16.61 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.36 +SoilStressTableTau=17.73 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (HVO) +19 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=4.92 +SoilStressTableTau=3.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.84 +SoilStressTableTau=8.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=14.75 +SoilStressTableTau=14.01 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.67 +SoilStressTableTau=18.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=24.59 +SoilStressTableTau=21.53 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.51 +SoilStressTableTau=23.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=34.42 +SoilStressTableTau=25.95 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.34 +SoilStressTableTau=27.80 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=44.26 +SoilStressTableTau=29.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.18 +SoilStressTableTau=31.03 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=54.09 +SoilStressTableTau=31.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.01 +SoilStressTableTau=33.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=63.93 +SoilStressTableTau=34.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=68.85 +SoilStressTableTau=36.10 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=73.76 +SoilStressTableTau=37.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=78.68 +SoilStressTableTau=38.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=83.60 +SoilStressTableTau=41.67 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.52 +SoilStressTableTau=42.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +GD (OB) +20 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=5.16 +SoilStressTableTau=2.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.33 +SoilStressTableTau=4.82 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=15.49 +SoilStressTableTau=7.72 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=20.65 +SoilStressTableTau=10.13 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=25.81 +SoilStressTableTau=12.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=30.97 +SoilStressTableTau=13.97 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.14 +SoilStressTableTau=15.94 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=41.30 +SoilStressTableTau=18.15 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.46 +SoilStressTableTau=19.69 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=51.62 +SoilStressTableTau=21.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=56.79 +SoilStressTableTau=22.87 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=61.95 +SoilStressTableTau=24.64 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.11 +SoilStressTableTau=26.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.27 +SoilStressTableTau=28.45 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=77.44 +SoilStressTableTau=30.59 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=82.60 +SoilStressTableTau=33.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=87.76 +SoilStressTableTau=34.57 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=92.92 +SoilStressTableTau=36.81 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=103.25 +SoilStressTableTau=37.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.98 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.43 +SoilStressTableTau=9.22 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.86 +SoilStressTableTau=15.68 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=40.29 +SoilStressTableTau=22.14 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.72 +SoilStressTableTau=28.60 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=67.16 +SoilStressTableTau=35.05 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=80.59 +SoilStressTableTau=41.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=94.02 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=107.45 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=120.88 +SoilStressTableTau=48.25 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Klei Duinkerke (DKO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=2.43 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=36.04 +SoilStressTableTau=17.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=72.08 +SoilStressTableTau=35.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=108.13 +SoilStressTableTau=49.52 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=144.17 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=180.21 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=216.25 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=252.30 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=288.34 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=324.38 +SoilStressTableTau=52.39 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVN) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.06 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=6.63 +SoilStressTableTau=2.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=13.26 +SoilStressTableTau=6.20 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.89 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=26.52 +SoilStressTableTau=8.56 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=33.14 +SoilStressTableTau=9.37 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.77 +SoilStressTableTau=13.89 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=46.40 +SoilStressTableTau=18.41 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.03 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.66 +SoilStressTableTau=22.93 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Hollandveen (HVO) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=7.96 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=9.88 +SoilStressTableTau=14.46 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=19.76 +SoilStressTableTau=20.75 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=29.64 +SoilStressTableTau=26.88 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=39.52 +SoilStressTableTau=32.90 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=49.41 +SoilStressTableTau=38.84 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=59.29 +SoilStressTableTau=39.28 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=69.17 +SoilStressTableTau=39.38 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=79.05 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=88.93 +SoilStressTableTau=44.35 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Dijkmateriaal kleiig (OB) +10 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=3.44 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=10.69 +SoilStressTableTau=7.31 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=21.37 +SoilStressTableTau=13.09 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=32.06 +SoilStressTableTau=19.40 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=42.74 +SoilStressTableTau=25.65 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=53.43 +SoilStressTableTau=31.42 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=64.11 +SoilStressTableTau=36.54 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=74.80 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=85.48 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=96.17 +SoilStressTableTau=41.12 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (1-20) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=1.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=73.79 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Betuwe (0-28) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=106.34 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand (0-30) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=115.47 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[STRESS CURVE] +Zand OA (0-27,5) +2 +[POINT] +SoilStressTableSigma=0.00 +SoilStressTableTau=0.00 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +[POINT] +SoilStressTableSigma=200.00 +SoilStressTableTau=104.11 +SoilStressTableTauCharacteristic=0.00 +SoilStressTableTauMean=0.00 +[END OF POINT] +SoilStressTableNumberOfTests=0 +[END OF STRESS CURVE] +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 6 +[LIFT SLIP DATA] + 78.000 78.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 78.000 78.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.00 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 12 - Number of layers + 0 0 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom + 99 2 = Pl-top and pl-bottom + 1 99 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.00 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=0.20 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 78.00 = X co-ordinate indicating start of zone [m] + 78.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 78.00 = Left side minimum road [m] + 78.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 0 Stability calculation at left side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_21.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_21.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/DAM Tutorial Design.geometries2D.0/DWP_21.sti (revision 706) @@ -0,0 +1,1566 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:38 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Z_352_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +Klei duinkerke (DKN) (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKO) (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Dijkmateriaal kleiig (OB) (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Betuwe (0-28) (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (3) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKN) (0) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 36 - Number of geometry points - + 1 0.000 -0.330 0.000 + 2 15.650 -0.280 0.000 + 3 18.454 -0.289 0.000 + 4 51.700 -0.370 0.000 + 5 52.143 -0.400 0.000 + 6 60.023 -0.426 0.000 + 7 73.450 -0.470 0.000 + 8 10.340 -0.400 0.000 + 9 15.823 -0.617 0.000 + 10 16.270 -1.490 0.000 + 11 17.320 -1.520 0.000 + 12 18.060 -0.700 0.000 + 13 18.143 -0.612 0.000 + 14 18.450 -0.290 0.000 + 15 51.242 -0.397 0.000 + 16 23.450 -0.600 0.000 + 17 28.917 -0.906 0.000 + 18 35.950 -1.300 0.000 + 19 41.772 -0.956 0.000 + 20 0.000 -2.864 0.000 + 21 23.450 -2.900 0.000 + 22 28.918 -2.900 0.000 + 23 53.480 -0.490 0.000 + 24 54.130 -1.230 0.000 + 25 55.300 -1.670 0.000 + 26 56.200 -1.980 0.000 + 27 56.890 -1.850 0.000 + 28 58.420 -0.600 0.000 + 29 41.826 -3.057 0.000 + 30 43.450 -3.100 0.000 + 31 55.281 -3.100 0.000 + 32 35.950 -2.900 0.000 + 33 56.913 -3.100 0.000 + 34 73.450 -3.100 0.000 + 35 0.000 -10.000 0.000 + 36 73.450 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 42 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 2 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 3 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 4 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 15 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 17 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 5 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 23 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 6 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 29 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 25 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 32 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 33 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 +[END OF CURVES] + +[BOUNDARIES] + 12 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 1 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 22 23 37 38 34 35 41 40 + 2 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 22 23 37 38 34 35 36 29 30 39 + 40 + 3 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 22 23 37 38 34 35 36 29 30 31 + 32 5 + 4 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 33 34 35 36 29 + 30 31 32 5 + 5 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 21 25 26 27 28 + 29 30 31 32 5 + 6 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 21 25 4 5 + 7 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 22 23 24 19 20 21 16 3 4 5 + 8 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 17 18 19 + 20 21 16 3 4 5 + 9 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 3 4 5 + 10 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 6 7 2 15 16 3 4 5 + 11 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 3 4 5 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 12 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 12 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 12 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 11 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (3) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Hollandveen (HVO) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 11 Number of layers + 11 100 + 10 100 100 + 9 100 100 100 + 8 100 100 100 100 + 7 100 100 100 100 100 + 6 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 7 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 11 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_20.sti =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_20.sti (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/Geometries/DWP_20.sti (revision 706) @@ -0,0 +1,1718 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 26-9-2011 +TIME : 13:21:38 +FILENAME : D:\Berekeningen\DKR10_10_04_2011\Huidige situatie\Stabiliteit\Binnenwaarts\Geometries\10Z_327_STBI.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +Klei duinkerke (DKN) (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKO) (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVN) (2) +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Hollandveen (HVO) (1) +SoilColor=9211020 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Dijkmateriaal kleiig (OB) (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Betuwe (0-28) (1) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +WL_zand (3) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Klei duinkerke (DKN) (0) +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=0.01 +SoilGamOvenDry=0.01 +SoilGamWet=0.02 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +SoilUseProbDefaults=1 +SoilStdCohesion=0.00 +SoilStdPhi=0.00 +SoilStdRatioCuPc=0.00 +SoilStdRatioCuPcPassive=0.00 +SoilStdRatioCuPcActive=0.00 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=0.20 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.00 +SoilRatioCuPcActive=0.00 +SoilCuPassiveTop=0.00 +SoilCuPassiveBottom=0.00 +SoilCuActiveTop=0.00 +SoilCuActiveBottom=0.00 +SoilUniformRatioCuPc=1 +SoilUniformCu=1 +SoilDesignPartialCohesion=1.25 +SoilDesignStdCohesion=-1.65 +SoilDesignPartialPhi=1.10 +SoilDesignStdPhi=-1.65 +SoilDesignPartialStressTable=1.15 +SoilDesignStdStressTable=-1.65 +SoilDesignPartialRatioCuPc=1.15 +SoilDesignStdRatioCuPc=-1.65 +SoilDesignPartialCu=1.15 +SoilDesignStdCu=-1.65 +SoilDesignPartialPOP=1.10 +SoilDesignStdPOP=-1.65 +SoilDesignPartialRRatio=1.00 +SoilDesignStdRRatio=0.00 +SoilSoilGroup=0 +SoilStdPOP=0.00 +SoilDistPOP=2 +SoilHorFluctScaleCoh=50.00 +SoilVertFluctScaleCoh=0.25 +SoilNumberOfTestsCoh=1 +SoilVarianceRatioCoh=0.75 +SoilHorFluctScalePhi=50.00 +SoilVertFluctScalePhi=0.25 +SoilNumberOfTestsPhi=1 +SoilVarianceRatioPhi=0.75 +SoilRRatio=1.0000000 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 51 - Number of geometry points - + 1 60.016 -1.196 0.000 + 2 0.000 -0.710 0.000 + 3 11.060 -0.610 0.000 + 4 21.740 -0.400 0.000 + 5 22.710 -0.610 0.000 + 6 23.330 -1.480 0.000 + 7 23.703 -1.500 0.000 + 8 23.890 -1.510 0.000 + 9 23.903 -1.500 0.000 + 10 24.960 -0.700 0.000 + 11 26.040 -0.400 0.000 + 12 56.630 -0.950 0.000 + 13 56.702 -1.000 0.000 + 14 57.216 -1.359 0.000 + 15 57.990 -1.900 0.000 + 16 59.360 -1.870 0.000 + 17 60.060 -1.150 0.000 + 18 60.259 -1.000 0.000 + 19 60.830 -0.570 0.000 + 20 61.410 -0.610 0.000 + 21 67.040 -0.690 0.000 + 22 78.370 -0.630 0.000 + 23 0.000 -0.419 0.000 + 24 0.000 -1.500 0.000 + 25 78.370 -0.353 0.000 + 26 26.095 -0.396 0.000 + 27 55.492 -0.372 0.000 + 28 28.370 -1.500 0.000 + 29 47.370 -1.000 0.000 + 30 32.062 -1.832 0.000 + 31 38.370 -2.400 0.000 + 32 43.742 -1.564 0.000 + 33 0.000 -3.800 0.000 + 34 28.370 -3.800 0.000 + 35 32.027 -3.800 0.000 + 36 43.746 -3.681 0.000 + 37 45.268 -3.647 0.000 + 38 47.370 -3.600 0.000 + 39 57.990 -3.600 0.000 + 40 38.370 -3.800 0.000 + 41 0.000 -4.000 0.000 + 42 28.370 -4.000 0.000 + 43 47.370 -3.900 0.000 + 44 57.990 -3.900 0.000 + 45 59.360 -3.600 0.000 + 46 59.360 -3.900 0.000 + 47 78.370 -1.000 0.000 + 48 78.370 -3.600 0.000 + 49 78.370 -3.900 0.000 + 50 0.000 -10.000 0.000 + 51 78.370 -10.000 0.000 +[END OF POINTS] + +[CURVES] + 56 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 26 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 4 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 7 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 13 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 30 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 29 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 30 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 15 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 36 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 40 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 43 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 39 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 45 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 16 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 47 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 48 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 49 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 +[END OF CURVES] + +[BOUNDARIES] + 18 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 56 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 55 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 52 54 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 52 50 16 17 53 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 51 52 50 16 17 18 + 19 20 21 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 48 49 50 16 17 18 + 19 20 21 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 44 45 46 47 48 41 15 16 17 18 + 19 20 21 + 7 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 44 45 43 38 39 40 41 15 16 17 + 18 19 20 21 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 34 35 42 43 38 39 40 41 15 16 + 17 18 19 20 21 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 34 35 36 31 32 37 38 39 40 41 + 15 16 17 18 19 20 21 + 10 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 34 35 36 31 32 33 29 13 14 15 + 16 17 18 19 20 21 + 11 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 27 30 31 32 33 29 13 + 14 15 16 17 18 19 20 21 + 12 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 27 28 29 13 14 15 16 + 17 18 19 20 21 + 13 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 8 9 10 25 11 12 13 + 14 15 16 17 18 19 20 21 + 14 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 23 6 7 8 9 10 25 26 + 15 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 25 26 + 16 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 1 2 24 25 26 + 17 - Boundary number + 4 - number of curves on boundary, next line(s) are curvenumbers + 22 24 25 26 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 18 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 18 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 18 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 0 - Number of piezometric level lines - +[END OF PIEZO LINES] + +[PHREATIC LINE] + 0 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 17 - Number of layers - + 1 - Layer number, next line is material of layer + WL_zand (3) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 2 - Boundarynumber at top of layer + 1 - Boundarynumber at bottom of layer + 3 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + Klei duinkerke (DKN) (0) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 6 - Boundarynumber at top of layer + 5 - Boundarynumber at bottom of layer + 7 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 7 - Boundarynumber at top of layer + 6 - Boundarynumber at bottom of layer + 8 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + Hollandveen (HVO) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 9 - Boundarynumber at top of layer + 8 - Boundarynumber at bottom of layer + 10 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + Hollandveen (HVN) (2) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 11 - Boundarynumber at top of layer + 10 - Boundarynumber at bottom of layer + 12 - Layer number, next line is material of layer + Klei duinkerke (DKO) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 12 - Boundarynumber at top of layer + 11 - Boundarynumber at bottom of layer + 13 - Layer number, next line is material of layer + Dijkmateriaal kleiig (OB) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Klei duinkerke (DKN) (1) + 0 - Piezometric level line at top of layer + 0 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 0 : Nails off + 0 : Zone plot off + 0 : Local measurements +[END OF MODEL] +[MSEEPNET] + Use potential file + 0 : Do not use water net of MSeep file + 0 : Do not make negative pressures 0 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 17 Number of layers + 17 100 + 16 100 100 + 15 100 100 100 + 14 100 100 100 100 + 13 100 100 100 100 100 + 12 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 +[CIRCLES] + 0.000 0.000 1 X-direction + 0.000 0.000 1 Y-direction + 0.000 0.000 0 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[TREE ON SLOPE] +0.00 = WindForce +0.00 = XCoordinate +0.00 = YCoordinate +10.00 = width of root zone +0.0 = AngleOfDistribution +[END OF TREE ON SLOPE] +[EARTH QUAKE] + 0.000 = horizontal acceleration + 0.000 = vertical acceleration + 0.000 = free water moment factor +[SIGMA-TAU CURVES] + 0 = number of items +[END OF SIGMA-TAU CURVES] +[BOND STRESS DIAGRAMS] + 0 = number of items +[END OF BOND STRESS DIAGRAMS] +[MINIMAL REQUIRED CIRCLE DEPTH] + 0.00 [m] +[Slip Circle Selection] +IsMinXEntryUsed=0 +IsMaxXEntryUsed=0 +XEntryMin=0.00 +XEntryMax=0.00 +[End of Slip Circle Selection] +[START VALUE SAFETY FACTOR] + 1.000 [-] +[REFERENCE LEVEL CU] + 3 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 17 - Number of layers + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom + 0 0 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/segments.csv =================================================================== diff -u --- dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/segments.csv (revision 0) +++ dam clients/DamUI/trunk/data/DamEngineTestProjects/DAM Tutorial Design/Stabiliteit/segments.csv (revision 706) @@ -0,0 +1,24 @@ +segment_id;soilgeometry2D_name;probability;calculation_type +DWP_1;DWP_1.sti;100;Stability +DWP_2;DWP_2.sti;100;Stability +DWP_3;DWP_3.sti;100;Stability +DWP_4;DWP_4.sti;100;Stability +DWP_5;DWP_5.sti;100;Stability +DWP_6;DWP_6.sti;100;Stability +DWP_7;DWP_7.sti;100;Stability +DWP_8;DWP_8.sti;100;Stability +DWP_9;DWP_9.sti;100;Stability +DWP_10;DWP_10.sti;100;Stability +DWP_11;DWP_11.sti;100;Stability +DWP_12;DWP_12.sti;100;Stability +DWP_13;DWP_13.sti;100;Stability +DWP_14;DWP_14.sti;100;Stability +DWP_15;DWP_15.sti;100;Stability +DWP_16;DWP_16.sti;100;Stability +DWP_17;DWP_17.sti;100;Stability +DWP_18;DWP_18.sti;100;Stability +DWP_19;DWP_19.sti;100;Stability +DWP_20;DWP_20.sti;100;Stability +DWP_21;DWP_21.sti;100;Stability +DWP_22;DWP_22.sti;100;Stability +DWP_23;DWP_23.sti;100;Stability