Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : DELTARES LICENSE : DATE : 6/29/2012 TIME : 2:07:35 PM FILENAME : C:\Users\Deltares\Desktop\DAM Invoer SBW Kalibratie\Selectie bestanden VNK\Gereed\Serie 5\hm195_5.sti CREATED BY : D-Geo Stability version 10.1.1.911 ========================== 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] Duinkerke zand (3Dk) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=36.63 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - 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=4.12 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Duinkerke klei (2Dk) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.00 SoilRestSlope=1 SoilCohesion=2.36 SoilPhi=25.14 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=YM - Duinkerke - N SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.65 SoilStdPhi=3.30 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Duinkerke klei (1-3Dk) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamWet=17.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=36.63 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=YM - Duinkerke - N SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=4.12 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Antr. klei (OB) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamWet=16.50 SoilRestSlope=1 SoilCohesion=5.35 SoilPhi=25.06 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=1.47 SoilStdPhi=3.30 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Antr. zand (OA) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=36.63 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - 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=4.12 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Inspectieverkeer SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.30 SoilGamWet=13.30 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - 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=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] WL_Duinkerke zand (3Dk) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=36.63 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - 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=4.12 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 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=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 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] 76 - Number of geometry points - 1 0.000 1.700 0.000 2 11.720 1.910 0.000 3 22.040 2.540 0.000 4 27.540 4.710 0.000 5 30.000 5.510 0.000 6 30.723 5.573 0.000 7 30.723 6.660 0.000 8 33.210 6.660 0.000 9 33.210 5.660 0.000 10 36.630 4.640 0.000 11 45.500 1.390 0.000 12 52.630 0.650 0.000 13 53.050 0.390 0.000 14 54.410 -0.450 0.000 15 54.870 -0.860 0.000 16 56.590 -1.090 0.000 17 57.160 -0.480 0.000 18 58.760 0.390 0.000 19 59.080 0.560 0.000 20 60.500 1.010 0.000 21 64.540 0.800 0.000 22 66.070 0.830 0.000 23 67.480 0.810 0.000 24 70.000 0.810 0.000 25 32.190 5.700 0.000 26 24.940 3.020 0.000 27 30.000 4.700 0.000 28 33.210 4.700 0.000 29 41.890 1.920 0.000 30 0.000 -1.100 0.000 31 37.000 -1.100 0.000 32 47.000 0.400 0.000 33 70.000 0.400 0.000 34 47.000 -1.200 0.000 35 70.000 -1.200 0.000 36 47.000 -3.500 0.000 37 70.000 -3.500 0.000 38 0.000 -1.900 0.000 39 37.000 -1.900 0.000 40 47.000 -4.100 0.000 41 70.000 -4.100 0.000 42 0.000 -8.700 0.000 43 37.000 -8.700 0.000 44 47.000 -8.000 0.000 45 70.000 -8.000 0.000 46 0.000 -9.600 0.000 47 37.000 -9.600 0.000 48 47.000 -8.850 0.000 49 70.000 -8.850 0.000 50 47.000 -9.700 0.000 51 70.000 -9.700 0.000 52 0.000 -20.000 0.000 53 70.000 -20.000 0.000 54 0.000 3.100 0.000 55 23.200 3.100 0.000 56 49.980 0.909 0.000 57 52.690 0.640 0.000 58 60.550 0.650 0.000 59 70.000 0.650 0.000 60 0.000 0.000 0.000 61 70.000 0.000 0.000 62 52.630 2.860 0.000 63 60.500 2.860 0.000 64 70.000 2.660 0.000 65 0.000 3.600 0.000 66 24.700 3.600 0.000 67 49.980 0.905 0.000 68 0.000 0.000 0.000 69 70.000 0.000 0.000 70 35.735 2.860 0.000 71 0.000 2.100 0.000 72 23.200 2.100 0.000 73 49.980 0.880 0.000 74 0.000 2.860 0.000 75 70.000 2.660 0.000 76 60.500 2.860 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 6 25 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 9 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 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 11 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 13 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 33 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 34 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 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 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 42 43 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 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 46 47 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 44 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 47 50 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 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 55 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 60 61 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 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 65 66 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 57 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 70 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 63 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 57 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 76 [END OF CURVES] [BOUNDARIES] 13 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 51 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 45 49 50 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 45 47 48 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 45 46 44 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 42 43 44 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 39 40 41 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 31 37 38 7 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 31 35 36 8 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 31 32 33 13 14 15 16 17 34 9 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 31 32 33 13 14 15 16 17 18 19 20 21 22 23 10 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 1 2 26 27 28 29 30 11 12 13 14 15 16 17 18 19 20 21 22 23 11 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 24 25 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 12 - 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] 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] 8 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 55 56 57 52 53 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 58 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 59 60 54 4 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 61 62 63 52 53 5 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 64 6 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 65 66 54 7 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 67 68 69 52 53 8 - PlLine number 2 - number of curves on PlLine, next line(s) are curvenumbers 70 54 [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_Duinkerke zand (3Dk) 3 - Piezometric level line at top of layer 3 - 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 Duinkerke klei (2Dk) 2 - Piezometric level line at top of layer 3 - 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 Duinkerke klei (2Dk) 3 - 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 Duinkerke klei (1-3Dk) 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 WL_Duinkerke zand (3Dk) 3 - Piezometric level line at top of layer 3 - 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 Duinkerke klei (2Dk) 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 Duinkerke zand (3Dk) 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 Antr. klei (OB) 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 Antr. zand (OA) 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 Antr. zand (OA) 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 Antr. klei (OB) 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 Inspectieverkeer 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] Dijkring 17 IJsselmonde HM195.5 Bishop Probalistic Random Field [MODEL] 6 : Bishop Prob. Random Field 1 : C phi 0 : Probabilistic off 1 : Mean 0 : Geotextiles off 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 0 100 10 100 100 100 9 100 100 100 100 8 0 100 100 100 100 7 100 100 100 100 100 100 6 0 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 4 0 100 100 100 100 100 100 100 100 3 0 100 100 100 100 100 100 100 100 100 2 0 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 100 0 100 0 100 100 0 100 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] 8.671 17.555 11 X-direction 12.206 17.796 11 Y-direction 1.347 -4.747 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 verkeersbelasting 13.00 = magnitude 0.73 3.23 = xstart and xend 0.00 = 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] 9 = number of items [STRESS CURVE] Alg - 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=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] YM - Duinkerke - N 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.45 SoilStressTableTauCharacteristic=2.45 SoilStressTableTauMean=2.45 [END OF POINT] [POINT] SoilStressTableSigma=15.00 SoilStressTableTau=7.35 SoilStressTableTauCharacteristic=7.35 SoilStressTableTauMean=7.35 [END OF POINT] [POINT] SoilStressTableSigma=25.00 SoilStressTableTau=10.62 SoilStressTableTauCharacteristic=10.62 SoilStressTableTauMean=10.62 [END OF POINT] [POINT] SoilStressTableSigma=35.01 SoilStressTableTau=14.22 SoilStressTableTauCharacteristic=14.22 SoilStressTableTauMean=14.22 [END OF POINT] [POINT] SoilStressTableSigma=45.02 SoilStressTableTau=18.37 SoilStressTableTauCharacteristic=18.37 SoilStressTableTauMean=18.37 [END OF POINT] [POINT] SoilStressTableSigma=55.02 SoilStressTableTau=21.25 SoilStressTableTauCharacteristic=21.25 SoilStressTableTauMean=21.25 [END OF POINT] [POINT] SoilStressTableSigma=65.03 SoilStressTableTau=24.72 SoilStressTableTauCharacteristic=24.72 SoilStressTableTauMean=24.72 [END OF POINT] [POINT] SoilStressTableSigma=75.03 SoilStressTableTau=27.81 SoilStressTableTauCharacteristic=27.81 SoilStressTableTauMean=27.81 [END OF POINT] [POINT] SoilStressTableSigma=85.04 SoilStressTableTau=34.25 SoilStressTableTauCharacteristic=34.25 SoilStressTableTauMean=34.25 [END OF POINT] [POINT] SoilStressTableSigma=95.04 SoilStressTableTau=37.89 SoilStressTableTauCharacteristic=37.89 SoilStressTableTauMean=37.89 [END OF POINT] [POINT] SoilStressTableSigma=105.05 SoilStressTableTau=40.16 SoilStressTableTauCharacteristic=40.16 SoilStressTableTauMean=40.16 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] YM - Calais - N 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.94 SoilStressTableTauCharacteristic=0.94 SoilStressTableTauMean=0.94 [END OF POINT] [POINT] SoilStressTableSigma=15.35 SoilStressTableTau=7.74 SoilStressTableTauCharacteristic=7.74 SoilStressTableTauMean=7.74 [END OF POINT] [POINT] SoilStressTableSigma=24.91 SoilStressTableTau=12.10 SoilStressTableTauCharacteristic=12.10 SoilStressTableTauMean=12.10 [END OF POINT] [POINT] SoilStressTableSigma=34.48 SoilStressTableTau=15.40 SoilStressTableTauCharacteristic=15.40 SoilStressTableTauMean=15.40 [END OF POINT] [POINT] SoilStressTableSigma=44.05 SoilStressTableTau=18.61 SoilStressTableTauCharacteristic=18.61 SoilStressTableTauMean=18.61 [END OF POINT] [POINT] SoilStressTableSigma=53.62 SoilStressTableTau=21.86 SoilStressTableTauCharacteristic=21.86 SoilStressTableTauMean=21.86 [END OF POINT] [POINT] SoilStressTableSigma=63.19 SoilStressTableTau=25.07 SoilStressTableTauCharacteristic=25.07 SoilStressTableTauMean=25.07 [END OF POINT] [POINT] SoilStressTableSigma=72.76 SoilStressTableTau=28.41 SoilStressTableTauCharacteristic=28.41 SoilStressTableTauMean=28.41 [END OF POINT] [POINT] SoilStressTableSigma=82.33 SoilStressTableTau=31.48 SoilStressTableTauCharacteristic=31.48 SoilStressTableTauMean=31.48 [END OF POINT] [POINT] SoilStressTableSigma=91.90 SoilStressTableTau=33.54 SoilStressTableTauCharacteristic=33.54 SoilStressTableTauMean=33.54 [END OF POINT] [POINT] SoilStressTableSigma=101.47 SoilStressTableTau=36.56 SoilStressTableTauCharacteristic=36.56 SoilStressTableTauMean=36.56 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] YM - Gorkum Licht - N 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=13.13 SoilStressTableTau=6.23 SoilStressTableTauCharacteristic=6.23 SoilStressTableTauMean=6.23 [END OF POINT] [POINT] SoilStressTableSigma=20.17 SoilStressTableTau=9.97 SoilStressTableTauCharacteristic=9.97 SoilStressTableTauMean=9.97 [END OF POINT] [POINT] SoilStressTableSigma=27.22 SoilStressTableTau=12.22 SoilStressTableTauCharacteristic=12.22 SoilStressTableTauMean=12.22 [END OF POINT] [POINT] SoilStressTableSigma=34.26 SoilStressTableTau=14.74 SoilStressTableTauCharacteristic=14.74 SoilStressTableTauMean=14.74 [END OF POINT] [POINT] SoilStressTableSigma=41.30 SoilStressTableTau=17.09 SoilStressTableTauCharacteristic=17.09 SoilStressTableTauMean=17.09 [END OF POINT] [POINT] SoilStressTableSigma=48.34 SoilStressTableTau=19.46 SoilStressTableTauCharacteristic=19.46 SoilStressTableTauMean=19.46 [END OF POINT] [POINT] SoilStressTableSigma=55.38 SoilStressTableTau=21.30 SoilStressTableTauCharacteristic=21.30 SoilStressTableTauMean=21.30 [END OF POINT] [POINT] SoilStressTableSigma=62.42 SoilStressTableTau=23.55 SoilStressTableTauCharacteristic=23.55 SoilStressTableTauMean=23.55 [END OF POINT] [POINT] SoilStressTableSigma=69.46 SoilStressTableTau=25.20 SoilStressTableTauCharacteristic=25.20 SoilStressTableTauMean=25.20 [END OF POINT] [POINT] SoilStressTableSigma=76.51 SoilStressTableTau=29.18 SoilStressTableTauCharacteristic=29.18 SoilStressTableTauMean=29.18 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] YM - Gorkum Zwaar - N 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.82 SoilStressTableTauCharacteristic=1.82 SoilStressTableTauMean=1.82 [END OF POINT] [POINT] SoilStressTableSigma=16.50 SoilStressTableTau=8.23 SoilStressTableTauCharacteristic=8.23 SoilStressTableTauMean=8.23 [END OF POINT] [POINT] SoilStressTableSigma=27.38 SoilStressTableTau=12.69 SoilStressTableTauCharacteristic=12.69 SoilStressTableTauMean=12.69 [END OF POINT] [POINT] SoilStressTableSigma=38.26 SoilStressTableTau=16.99 SoilStressTableTauCharacteristic=16.99 SoilStressTableTauMean=16.99 [END OF POINT] [POINT] SoilStressTableSigma=49.13 SoilStressTableTau=20.76 SoilStressTableTauCharacteristic=20.76 SoilStressTableTauMean=20.76 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=24.32 SoilStressTableTauCharacteristic=24.32 SoilStressTableTauMean=24.32 [END OF POINT] [POINT] SoilStressTableSigma=70.89 SoilStressTableTau=27.82 SoilStressTableTauCharacteristic=27.82 SoilStressTableTauMean=27.82 [END OF POINT] [POINT] SoilStressTableSigma=81.76 SoilStressTableTau=30.94 SoilStressTableTauCharacteristic=30.94 SoilStressTableTauMean=30.94 [END OF POINT] [POINT] SoilStressTableSigma=92.64 SoilStressTableTau=34.54 SoilStressTableTauCharacteristic=34.54 SoilStressTableTauMean=34.54 [END OF POINT] [POINT] SoilStressTableSigma=103.52 SoilStressTableTau=37.14 SoilStressTableTauCharacteristic=37.14 SoilStressTableTauMean=37.14 [END OF POINT] [POINT] SoilStressTableSigma=114.39 SoilStressTableTau=37.48 SoilStressTableTauCharacteristic=37.48 SoilStressTableTauMean=37.48 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] YM - Hollandveen - N 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.84 SoilStressTableTauCharacteristic=0.84 SoilStressTableTauMean=0.84 [END OF POINT] [POINT] SoilStressTableSigma=10.80 SoilStressTableTau=6.48 SoilStressTableTauCharacteristic=6.48 SoilStressTableTauMean=6.48 [END OF POINT] [POINT] SoilStressTableSigma=16.10 SoilStressTableTau=9.25 SoilStressTableTauCharacteristic=9.25 SoilStressTableTauMean=9.25 [END OF POINT] [POINT] SoilStressTableSigma=21.40 SoilStressTableTau=11.59 SoilStressTableTauCharacteristic=11.59 SoilStressTableTauMean=11.59 [END OF POINT] [POINT] SoilStressTableSigma=26.70 SoilStressTableTau=14.37 SoilStressTableTauCharacteristic=14.37 SoilStressTableTauMean=14.37 [END OF POINT] [POINT] SoilStressTableSigma=32.00 SoilStressTableTau=15.67 SoilStressTableTauCharacteristic=15.67 SoilStressTableTauMean=15.67 [END OF POINT] [POINT] SoilStressTableSigma=37.30 SoilStressTableTau=17.42 SoilStressTableTauCharacteristic=17.42 SoilStressTableTauMean=17.42 [END OF POINT] [POINT] SoilStressTableSigma=42.60 SoilStressTableTau=18.57 SoilStressTableTauCharacteristic=18.57 SoilStressTableTauMean=18.57 [END OF POINT] [POINT] SoilStressTableSigma=47.90 SoilStressTableTau=20.50 SoilStressTableTauCharacteristic=20.50 SoilStressTableTauMean=20.50 [END OF POINT] [POINT] SoilStressTableSigma=53.20 SoilStressTableTau=21.17 SoilStressTableTauCharacteristic=21.17 SoilStressTableTauMean=21.17 [END OF POINT] [POINT] SoilStressTableSigma=69.10 SoilStressTableTau=23.24 SoilStressTableTauCharacteristic=23.24 SoilStressTableTauMean=23.24 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - Kreftenheye 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.96 SoilStressTableTauCharacteristic=0.96 SoilStressTableTauMean=0.96 [END OF POINT] [POINT] SoilStressTableSigma=10.00 SoilStressTableTau=5.15 SoilStressTableTauCharacteristic=5.15 SoilStressTableTauMean=5.15 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=9.60 SoilStressTableTauMean=9.60 [END OF POINT] [POINT] SoilStressTableSigma=30.00 SoilStressTableTau=13.74 SoilStressTableTauCharacteristic=13.74 SoilStressTableTauMean=13.74 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=17.68 SoilStressTableTauCharacteristic=17.68 SoilStressTableTauMean=17.68 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=24.82 SoilStressTableTauCharacteristic=24.82 SoilStressTableTauMean=24.82 [END OF POINT] [POINT] SoilStressTableSigma=70.00 SoilStressTableTau=27.90 SoilStressTableTauCharacteristic=27.90 SoilStressTableTauMean=27.90 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=30.90 SoilStressTableTauCharacteristic=30.90 SoilStressTableTauMean=30.90 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=34.51 SoilStressTableTauCharacteristic=34.51 SoilStressTableTauMean=34.51 [END OF POINT] [POINT] SoilStressTableSigma=95.00 SoilStressTableTau=34.67 SoilStressTableTauCharacteristic=34.67 SoilStressTableTauMean=34.67 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - Dijksmat. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.05 SoilStressTableTauCharacteristic=2.05 SoilStressTableTauMean=2.05 [END OF POINT] [POINT] SoilStressTableSigma=13.00 SoilStressTableTau=8.05 SoilStressTableTauCharacteristic=8.05 SoilStressTableTauMean=8.05 [END OF POINT] [POINT] SoilStressTableSigma=26.00 SoilStressTableTau=13.78 SoilStressTableTauCharacteristic=13.78 SoilStressTableTauMean=13.78 [END OF POINT] [POINT] SoilStressTableSigma=39.00 SoilStressTableTau=18.95 SoilStressTableTauCharacteristic=18.95 SoilStressTableTauMean=18.95 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=23.58 SoilStressTableTauCharacteristic=23.58 SoilStressTableTauMean=23.58 [END OF POINT] [POINT] SoilStressTableSigma=65.00 SoilStressTableTau=28.10 SoilStressTableTauCharacteristic=28.10 SoilStressTableTauMean=28.10 [END OF POINT] [POINT] SoilStressTableSigma=78.00 SoilStressTableTau=33.16 SoilStressTableTauCharacteristic=33.16 SoilStressTableTauMean=33.16 [END OF POINT] [POINT] SoilStressTableSigma=91.00 SoilStressTableTau=37.29 SoilStressTableTauCharacteristic=37.29 SoilStressTableTauMean=37.29 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=41.03 SoilStressTableTauCharacteristic=41.03 SoilStressTableTauMean=41.03 [END OF POINT] [POINT] SoilStressTableSigma=110.50 SoilStressTableTau=44.60 SoilStressTableTauCharacteristic=44.60 SoilStressTableTauMean=44.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Basaltblokken 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=1.00 SoilStressTableTau=1000.00 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] 1.50 [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] 5.000 20.000 15 X-direction Left 6.000 26.000 12 Y-direction Left 20.000 25.000 5 X-direction Right 1.000 6.000 5 Y-direction Right -4.100 -4.100 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 1 = Water data used 3.10 = Design level 0.00 = Decimate height 2 norm = 1/4000 2 = number of items MHW+0,5 m 4 = Phreatic line 3.60 = Level Piezo lines 12 - Number of layers 6 6 = Pl-top and pl-bottom 5 6 = Pl-top and pl-bottom 6 5 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom MHW- 0,5 m 7 = Phreatic line 2.10 = Level Piezo lines 12 - Number of layers 8 8 = Pl-top and pl-bottom 2 8 = Pl-top and pl-bottom 8 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom [MODEL FACTOR] 0.95 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 2670.00 = 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]