Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Stichting Deltares LICENSE : Unknown DATE : 10-Aug-16 TIME : 09:14:23 FILENAME : D:\D-Soil Model\trunk\test\DSoilModel-TestDocumenten\Files\DGeoStability2D_v16-1-2-901_YieldStress.sti CREATED BY : D-Geo Stability version 16.1.2.901 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1002 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 YieldStress=1000 D-Geo Stability=1004 [END OF VERSION] [SOIL COLLECTION] 20 = number of items [SOIL] zand SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=45.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=6.75 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=3.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] kreftenheye SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.10 SoilGamWet=18.10 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - KREFTENHEYE NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.21 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=15.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.10 SoilStdRatioCuPcPassive=0.10 SoilStdRatioCuPcActive=0.10 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.30 SoilRatioCuPcActive=0.30 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=7.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] basisveen SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - BASISVEEN NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=15.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.33 SoilStdRatioCuPcPassive=0.33 SoilStdRatioCuPcActive=0.33 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.49 SoilRatioCuPcActive=0.49 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=7.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum zwaar 15,8 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.80 SoilGamWet=15.80 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.23 SoilStrengthIncreaseExponent=0.91 SoilPc=0.00E+00 SoilPOP=14.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.40 SoilRatioCuPcActive=0.40 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=5.67 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum zwaar 16,3 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.30 SoilGamWet=16.30 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.23 SoilStrengthIncreaseExponent=0.91 SoilPc=0.00E+00 SoilPOP=14.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.40 SoilRatioCuPcActive=0.40 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=5.67 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum zwaar 14,8 SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamWet=14.80 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.23 SoilStrengthIncreaseExponent=0.91 SoilPc=0.00E+00 SoilPOP=14.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.40 SoilRatioCuPcActive=0.40 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=5.67 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum zandig SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM GEUL SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.21 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=14.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.05 SoilStdPhi=5.67 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=2.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.40 SoilRatioCuPcActive=0.40 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=5.67 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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 diep onder SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.40 SoilGamWet=10.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=17.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.12 SoilStdRatioCuPcPassive=0.12 SoilStdRatioCuPcActive=0.12 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.55 SoilRatioCuPcActive=0.55 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=4.82 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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 diep naast SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.70 SoilGamWet=10.70 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=17.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.12 SoilStdRatioCuPcPassive=0.12 SoilStdRatioCuPcActive=0.12 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.55 SoilRatioCuPcActive=0.55 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=4.82 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum licht onder SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.40 SoilGamWet=13.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.23 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=17.40 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.04 SoilStdRatioCuPcPassive=0.04 SoilStdRatioCuPcActive=0.04 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.43 SoilRatioCuPcActive=0.43 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=5.61 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum licht naast SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.40 SoilGamWet=13.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.23 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=17.40 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.04 SoilStdRatioCuPcPassive=0.04 SoilStdRatioCuPcActive=0.04 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.43 SoilRatioCuPcActive=0.43 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=5.61 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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 11,2 SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=17.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.12 SoilStdRatioCuPcPassive=0.12 SoilStdRatioCuPcActive=0.12 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.55 SoilRatioCuPcActive=0.55 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=4.82 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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 11,0 SoilColor=13827451 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=Kr+Al - HOLLANDVEEN ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=17.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.12 SoilStdRatioCuPcPassive=0.12 SoilStdRatioCuPcActive=0.12 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.55 SoilRatioCuPcActive=0.55 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=4.82 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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 10,8 SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.80 SoilGamWet=10.80 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=17.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.12 SoilStdRatioCuPcPassive=0.12 SoilStdRatioCuPcActive=0.12 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.55 SoilRatioCuPcActive=0.55 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=4.82 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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 11,5 SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.33 SoilStrengthIncreaseExponent=0.86 SoilPc=0.00E+00 SoilPOP=17.80 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.12 SoilStdRatioCuPcPassive=0.12 SoilStdRatioCuPcActive=0.12 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.55 SoilRatioCuPcActive=0.55 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=4.82 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] gorkum licht 13,2 SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.20 SoilGamWet=13.20 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.23 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=17.40 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.04 SoilStdRatioCuPcPassive=0.04 SoilStdRatioCuPcActive=0.04 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.43 SoilRatioCuPcActive=0.43 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=5.61 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] tiel onder SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.10 SoilGamWet=17.10 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL ONDER SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.21 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=9.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.09 SoilStdRatioCuPcPassive=0.09 SoilStdRatioCuPcActive=0.09 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.43 SoilRatioCuPcActive=0.43 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=7.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] tiel naast SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.80 SoilGamWet=17.80 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL NAAST SoilBondStressTableName= SoilMatStrengthType=7 SoilProbInputValues=0 SoilRatioCuPc=0.21 SoilStrengthIncreaseExponent=0.89 SoilPc=0.00E+00 SoilPOP=9.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.09 SoilStdRatioCuPcPassive=0.09 SoilStdRatioCuPcActive=0.09 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.43 SoilRatioCuPcActive=0.43 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=7.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] dijksmateriaal oud SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.90 SoilGamWet=18.90 SoilRestSlope=0 SoilCohesion=6.40 SoilPhi=34.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - DIJKSMATERIAAL SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.86 SoilStdPhi=1.51 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] dijksmateriaal nieuw SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.30 SoilGamWet=18.30 SoilRestSlope=0 SoilCohesion=6.40 SoilPhi=34.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Dijksmateriaal nieu SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPc=0.00E+00 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=0 SoilStdCohesion=0.86 SoilStdPhi=1.51 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 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] 118 - Number of geometry points - 1 -20.000 -1.000 0.000 2 -17.400 -0.200 0.000 3 -13.700 0.800 0.000 4 -10.400 0.900 0.000 5 -9.100 1.200 0.000 6 -4.900 3.400 0.000 7 -1.600 4.300 0.000 8 0.000 4.600 0.000 9 3.700 4.600 0.000 10 5.500 4.100 0.000 11 6.900 3.900 0.000 12 13.300 3.700 0.000 13 14.000 3.600 0.000 14 16.300 2.900 0.000 15 23.100 0.600 0.000 16 24.800 0.100 0.000 17 27.600 -0.300 0.000 18 29.400 -0.700 0.000 19 36.100 -1.300 0.000 20 40.000 -1.200 0.000 21 50.000 -1.200 0.000 22 70.000 -1.300 0.000 23 95.000 -1.350 0.000 24 96.400 -2.300 0.000 25 97.300 -2.900 0.000 26 105.700 -2.900 0.000 27 106.600 -2.300 0.000 28 108.000 -1.376 0.000 29 120.000 -1.400 0.000 30 -3.000 -0.900 0.000 31 2.000 -2.200 0.000 32 27.600 -2.550 0.000 33 29.700 -2.600 0.000 34 40.000 -2.500 0.000 35 50.000 -2.200 0.000 36 70.000 -2.300 0.000 37 -20.000 -4.700 0.000 38 24.000 -4.700 0.000 39 25.600 -4.700 0.000 40 -20.000 -7.000 0.000 41 2.000 -7.000 0.000 42 24.000 -9.400 0.000 43 50.000 -3.000 0.000 44 120.000 -2.300 0.000 45 36.239 -9.457 0.000 46 40.000 -9.300 0.000 47 50.000 -8.400 0.000 48 70.000 -3.000 0.000 49 120.000 -3.000 0.000 50 28.000 -9.800 0.000 51 70.000 -7.700 0.000 52 120.000 -7.700 0.000 53 37.156 -10.418 0.000 54 40.000 -10.300 0.000 55 50.000 -10.000 0.000 56 70.000 -10.200 0.000 57 120.000 -10.200 0.000 58 -20.000 -10.900 0.000 59 2.000 -10.900 0.000 60 28.000 -10.800 0.000 61 37.848 -11.143 0.000 62 40.000 -11.000 0.000 63 50.000 -11.000 0.000 64 70.000 -11.200 0.000 65 120.000 -11.200 0.000 66 -20.000 -11.300 0.000 67 2.000 -11.300 0.000 68 6.000 -11.375 0.000 69 24.000 -11.750 0.000 70 28.000 -11.800 0.000 71 -20.000 -13.100 0.000 72 6.000 -13.100 0.000 73 -20.000 -13.900 0.000 74 2.000 -13.900 0.000 75 24.000 -13.750 0.000 76 40.000 -13.400 0.000 77 50.000 -13.000 0.000 78 70.000 -12.300 0.000 79 120.000 -12.300 0.000 80 28.000 -13.700 0.000 81 -20.000 -14.200 0.000 82 2.000 -14.200 0.000 83 28.000 -14.100 0.000 84 40.000 -13.800 0.000 85 50.000 -13.400 0.000 86 70.000 -12.800 0.000 87 120.000 -12.800 0.000 88 -20.000 -14.400 0.000 89 2.000 -14.400 0.000 90 28.000 -14.400 0.000 91 40.000 -15.500 0.000 92 50.000 -14.100 0.000 93 70.000 -13.100 0.000 94 120.000 -13.100 0.000 95 -20.000 -20.000 0.000 96 120.000 -20.000 0.000 97 -20.000 3.300 0.000 98 -4.900 3.300 0.000 99 0.000 2.000 0.000 100 13.300 2.000 0.000 101 29.400 -1.100 0.000 102 36.100 -1.600 0.000 103 95.666 -2.100 0.000 104 120.000 -2.100 0.000 105 -20.000 0.000 0.000 106 2.000 0.100 0.000 107 13.300 0.100 0.000 108 28.000 -0.400 0.000 109 36.000 -0.700 0.000 110 40.000 -0.700 0.000 111 50.000 -0.700 0.000 112 70.000 -0.600 0.000 113 120.000 -0.600 0.000 114 -20.000 1.550 0.000 115 0.000 1.400 0.000 116 50.000 1.150 0.000 117 100.000 0.950 0.000 118 120.000 0.900 0.000 [END OF POINTS] [CURVES] 117 - 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 4 30 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 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 17 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 33 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 35 36 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 24 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 33 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 38 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 43 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 36 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 44 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 45 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 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 42 50 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 45 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 51 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 45 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 56 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 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 60 53 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 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 68 69 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 61 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 68 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 69 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 76 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 80 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 76 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 [END OF CURVES] [BOUNDARIES] 22 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 98 1 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 92 93 94 95 96 97 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 86 87 88 89 90 91 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 77 78 84 85 81 82 83 4 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 77 78 79 73 74 80 81 82 83 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 77 78 79 73 74 66 67 68 69 6 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 75 76 72 73 74 66 67 68 69 7 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 70 71 72 73 74 66 67 68 69 8 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 62 63 64 65 66 67 68 69 9 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 62 63 64 58 59 60 61 10 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 42 43 53 54 57 58 59 60 61 11 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 42 43 53 54 49 50 55 56 12 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 42 43 53 54 49 50 51 52 13 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 42 43 44 40 41 48 49 50 51 52 14 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 42 43 44 40 41 35 45 46 38 24 25 26 47 15 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 42 43 44 40 41 35 45 46 38 24 25 26 27 28 16 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 42 43 44 40 41 35 36 37 38 24 25 26 27 28 17 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 39 40 41 35 36 37 38 24 25 26 27 28 18 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 29 31 32 34 35 36 37 38 24 25 26 27 28 19 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 29 31 32 33 17 18 19 20 21 22 23 24 25 26 27 28 20 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 29 30 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 21 - 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 19 20 21 22 23 24 25 26 27 28 [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] 3 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 107 108 109 110 111 112 113 2 - PlLine number 8 - number of curves on PlLine, next line(s) are curvenumbers 99 100 101 102 103 104 105 106 3 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 114 115 116 117 [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] 21 - Number of layers - 1 - Layer number, next line is material of layer zand 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 kreftenheye 99 - Piezometric level line at top of layer 99 - 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 basisveen 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 gorkum zwaar 16,3 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 gorkum zwaar 14,8 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 gorkum zwaar 15,8 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 gorkum zandig 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 hollandveen diep onder 2 - 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 hollandveen diep naast 2 - 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 gorkum licht onder 99 - 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 gorkum licht naast 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 hollandveen 11,5 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 hollandveen 11,0 99 - 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 hollandveen 10,8 99 - Piezometric level line at top of layer 99 - 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 tiel naast 1 - Piezometric level line at top of layer 1 - 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 gorkum licht 13,2 99 - Piezometric level line at top of layer 99 - 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 hollandveen 11,2 99 - Piezometric level line at top of layer 99 - 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 tiel onder 1 - Piezometric level line at top of layer 1 - 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 tiel naast 1 - Piezometric level line at top of layer 1 - 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 dijksmateriaal oud 1 - Piezometric level line at top of layer 1 - 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 dijksmateriaal nieuw 1 - Piezometric level line at top of layer 1 - 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] Benchmark D-Geo Stability 5-06a Model : Bishop - Single circle [MODEL] 1 : Bishop 8 : Measured yield stress 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] 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 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [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] 28.030 28.030 1 X-direction 17.000 17.000 1 Y-direction 0.000 0.000 0 Tangent lines 0.000 4.600 1 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] 17 = number of items [STRESS CURVE] Alg - Dijksmateriaal nieu 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.50 SoilStressTableTauCharacteristic=2.50 SoilStressTableTauMean=2.50 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.50 SoilStressTableTauCharacteristic=91.50 SoilStressTableTauMean=91.50 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [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=100 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - BASISVEEN NAAST 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.66 SoilStressTableTauCharacteristic=2.08 SoilStressTableTauMean=4.43 [END OF POINT] [POINT] SoilStressTableSigma=15.04 SoilStressTableTau=9.16 SoilStressTableTauCharacteristic=10.70 SoilStressTableTauMean=12.41 [END OF POINT] [POINT] SoilStressTableSigma=24.07 SoilStressTableTau=13.02 SoilStressTableTauCharacteristic=15.14 SoilStressTableTauMean=17.09 [END OF POINT] [POINT] SoilStressTableSigma=33.09 SoilStressTableTau=17.10 SoilStressTableTauCharacteristic=19.84 SoilStressTableTauMean=20.99 [END OF POINT] [POINT] SoilStressTableSigma=42.11 SoilStressTableTau=20.59 SoilStressTableTauCharacteristic=23.85 SoilStressTableTauMean=25.39 [END OF POINT] [POINT] SoilStressTableSigma=48.13 SoilStressTableTau=22.03 SoilStressTableTauCharacteristic=25.51 SoilStressTableTauMean=28.63 [END OF POINT] [POINT] SoilStressTableSigma=51.14 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.28 [END OF POINT] [POINT] SoilStressTableSigma=54.15 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.55 [END OF POINT] [POINT] SoilStressTableSigma=60.16 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=32.32 [END OF POINT] SoilStressTableNumberOfTests=6 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - BASISVEEN ONDER 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.78 [END OF POINT] [POINT] SoilStressTableSigma=5.39 SoilStressTableTau=6.97 SoilStressTableTauCharacteristic=7.55 SoilStressTableTauMean=9.43 [END OF POINT] [POINT] SoilStressTableSigma=21.55 SoilStressTableTau=20.02 SoilStressTableTauCharacteristic=22.54 SoilStressTableTauMean=29.34 [END OF POINT] [POINT] SoilStressTableSigma=43.09 SoilStressTableTau=31.42 SoilStressTableTauCharacteristic=35.66 SoilStressTableTauMean=44.14 [END OF POINT] [POINT] SoilStressTableSigma=86.18 SoilStressTableTau=43.45 SoilStressTableTauCharacteristic=49.50 SoilStressTableTauMean=65.20 [END OF POINT] [POINT] SoilStressTableSigma=91.57 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=65.20 [END OF POINT] [POINT] SoilStressTableSigma=102.34 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=67.33 [END OF POINT] [POINT] SoilStressTableSigma=107.72 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=87.48 [END OF POINT] SoilStressTableNumberOfTests=11 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - DIJKSMATERIAAL 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.19 SoilStressTableTauCharacteristic=2.74 SoilStressTableTauMean=5.62 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=10.09 SoilStressTableTauCharacteristic=11.42 SoilStressTableTauMean=13.81 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=19.92 SoilStressTableTauCharacteristic=22.24 SoilStressTableTauMean=25.20 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=34.13 SoilStressTableTauCharacteristic=37.87 SoilStressTableTauMean=41.61 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=40.98 SoilStressTableTauCharacteristic=45.40 SoilStressTableTauMean=50.48 [END OF POINT] [POINT] SoilStressTableSigma=112.00 SoilStressTableTau=42.10 SoilStressTableTauCharacteristic=46.64 SoilStressTableTauMean=51.36 [END OF POINT] [POINT] SoilStressTableSigma=128.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=58.56 [END OF POINT] [POINT] SoilStressTableSigma=136.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=58.88 [END OF POINT] [POINT] SoilStressTableSigma=160.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=67.31 [END OF POINT] SoilStressTableNumberOfTests=57 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM GEUL 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.82 [END OF POINT] [POINT] SoilStressTableSigma=10.71 SoilStressTableTau=4.85 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=8.75 [END OF POINT] [POINT] SoilStressTableSigma=32.13 SoilStressTableTau=12.19 SoilStressTableTauCharacteristic=13.38 SoilStressTableTauMean=19.92 [END OF POINT] [POINT] SoilStressTableSigma=58.90 SoilStressTableTau=19.97 SoilStressTableTauCharacteristic=21.93 SoilStressTableTauMean=31.98 [END OF POINT] [POINT] SoilStressTableSigma=74.97 SoilStressTableTau=29.37 SoilStressTableTauCharacteristic=32.28 SoilStressTableTauMean=42.20 [END OF POINT] [POINT] SoilStressTableSigma=85.68 SoilStressTableTau=32.09 SoilStressTableTauCharacteristic=35.27 SoilStressTableTauMean=46.63 [END OF POINT] [POINT] SoilStressTableSigma=96.39 SoilStressTableTau=35.13 SoilStressTableTauCharacteristic=38.61 SoilStressTableTauMean=53.34 [END OF POINT] [POINT] SoilStressTableSigma=107.10 SoilStressTableTau=35.13 SoilStressTableTauCharacteristic=38.61 SoilStressTableTauMean=60.94 [END OF POINT] SoilStressTableNumberOfTests=7 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 1 NAAST 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.38 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.71 [END OF POINT] [POINT] SoilStressTableSigma=18.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=10.76 SoilStressTableTauMean=12.75 [END OF POINT] [POINT] SoilStressTableSigma=42.00 SoilStressTableTau=17.55 SoilStressTableTauCharacteristic=19.51 SoilStressTableTauMean=22.08 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=24.85 SoilStressTableTauCharacteristic=27.55 SoilStressTableTauMean=31.36 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=25.07 SoilStressTableTauCharacteristic=27.78 SoilStressTableTauMean=33.77 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=28.19 SoilStressTableTauCharacteristic=31.22 SoilStressTableTauMean=37.50 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=40.57 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=41.32 [END OF POINT] [POINT] SoilStressTableSigma=108.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=44.82 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=46.76 [END OF POINT] SoilStressTableNumberOfTests=42 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 1 ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.97 SoilStressTableTauCharacteristic=2.46 SoilStressTableTauMean=5.00 [END OF POINT] [POINT] SoilStressTableSigma=7.00 SoilStressTableTau=8.57 SoilStressTableTauCharacteristic=9.72 SoilStressTableTauMean=12.25 [END OF POINT] [POINT] SoilStressTableSigma=14.00 SoilStressTableTau=13.21 SoilStressTableTauCharacteristic=14.83 SoilStressTableTauMean=18.77 [END OF POINT] [POINT] SoilStressTableSigma=35.00 SoilStressTableTau=23.15 SoilStressTableTauCharacteristic=25.76 SoilStressTableTauMean=30.89 [END OF POINT] [POINT] SoilStressTableSigma=56.00 SoilStressTableTau=30.61 SoilStressTableTauCharacteristic=33.97 SoilStressTableTauMean=39.33 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=38.05 SoilStressTableTauCharacteristic=42.15 SoilStressTableTauMean=49.24 [END OF POINT] [POINT] SoilStressTableSigma=98.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=49.24 [END OF POINT] [POINT] SoilStressTableSigma=119.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=52.71 [END OF POINT] [POINT] SoilStressTableSigma=140.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=55.13 [END OF POINT] SoilStressTableNumberOfTests=28 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 2 NAAST 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.38 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.11 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=7.81 SoilStressTableTauCharacteristic=8.79 SoilStressTableTauMean=10.31 [END OF POINT] [POINT] SoilStressTableSigma=32.00 SoilStressTableTau=13.89 SoilStressTableTauCharacteristic=15.49 SoilStressTableTauMean=17.30 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=27.60 SoilStressTableTauCharacteristic=30.57 SoilStressTableTauMean=32.77 [END OF POINT] [POINT] SoilStressTableSigma=88.00 SoilStressTableTau=33.43 SoilStressTableTauCharacteristic=36.98 SoilStressTableTauMean=40.92 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=55.65 [END OF POINT] [POINT] SoilStressTableSigma=128.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=56.06 [END OF POINT] [POINT] SoilStressTableSigma=160.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=67.31 [END OF POINT] SoilStressTableNumberOfTests=60 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 2 ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.73 SoilStressTableTauCharacteristic=3.41 SoilStressTableTauMean=5.60 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=10.96 SoilStressTableTauMean=13.36 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=15.40 SoilStressTableTauCharacteristic=17.35 SoilStressTableTauMean=20.57 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=20.33 SoilStressTableTauCharacteristic=22.77 SoilStressTableTauMean=26.45 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=24.73 SoilStressTableTauCharacteristic=27.61 SoilStressTableTauMean=31.60 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=30.87 SoilStressTableTauCharacteristic=34.37 SoilStressTableTauMean=38.13 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=38.69 SoilStressTableTauCharacteristic=42.97 SoilStressTableTauMean=46.79 [END OF POINT] [POINT] SoilStressTableSigma=102.00 SoilStressTableTau=39.11 SoilStressTableTauCharacteristic=43.44 SoilStressTableTauMean=48.00 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=44.31 SoilStressTableTauCharacteristic=49.16 SoilStressTableTauMean=54.39 [END OF POINT] SoilStressTableNumberOfTests=35 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - HOLLANDVEEN NAAST 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.75 [END OF POINT] [POINT] SoilStressTableSigma=4.00 SoilStressTableTau=2.66 SoilStressTableTauCharacteristic=2.97 SoilStressTableTauMean=4.50 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=7.30 SoilStressTableTauCharacteristic=8.31 SoilStressTableTauMean=10.10 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=10.99 SoilStressTableTauCharacteristic=12.56 SoilStressTableTauMean=14.70 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=17.16 SoilStressTableTauCharacteristic=19.65 SoilStressTableTauMean=23.08 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=22.04 SoilStressTableTauCharacteristic=25.26 SoilStressTableTauMean=29.00 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=22.50 SoilStressTableTauCharacteristic=25.78 SoilStressTableTauMean=29.79 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=25.69 SoilStressTableTauCharacteristic=29.46 SoilStressTableTauMean=35.14 [END OF POINT] [POINT] SoilStressTableSigma=64.00 SoilStressTableTau=31.90 SoilStressTableTauCharacteristic=36.59 SoilStressTableTauMean=40.41 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=31.90 SoilStressTableTauCharacteristic=36.59 SoilStressTableTauMean=53.75 [END OF POINT] SoilStressTableNumberOfTests=19 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - HOLLANDVEEN ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=6.00 SoilStressTableTau=9.00 SoilStressTableTauCharacteristic=9.95 SoilStressTableTauMean=13.53 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=15.45 SoilStressTableTauCharacteristic=17.36 SoilStressTableTauMean=23.03 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=23.97 SoilStressTableTauCharacteristic=27.17 SoilStressTableTauMean=34.97 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=29.63 SoilStressTableTauCharacteristic=33.67 SoilStressTableTauMean=42.40 [END OF POINT] [POINT] SoilStressTableSigma=54.00 SoilStressTableTau=35.36 SoilStressTableTauCharacteristic=40.26 SoilStressTableTauMean=50.42 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=41.85 SoilStressTableTauCharacteristic=47.73 SoilStressTableTauMean=57.16 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=42.30 SoilStressTableTauCharacteristic=48.25 SoilStressTableTauMean=58.87 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=51.07 SoilStressTableTauCharacteristic=58.32 SoilStressTableTauMean=67.61 [END OF POINT] SoilStressTableNumberOfTests=26 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - KREFTENHEYE NAAST 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.41 SoilStressTableTauCharacteristic=0.51 SoilStressTableTauMean=2.83 [END OF POINT] [POINT] SoilStressTableSigma=16.84 SoilStressTableTau=7.70 SoilStressTableTauCharacteristic=8.53 SoilStressTableTauMean=9.97 [END OF POINT] [POINT] SoilStressTableSigma=39.29 SoilStressTableTau=15.70 SoilStressTableTauCharacteristic=17.34 SoilStressTableTauMean=19.52 [END OF POINT] [POINT] SoilStressTableSigma=67.35 SoilStressTableTau=24.41 SoilStressTableTauCharacteristic=26.91 SoilStressTableTauMean=30.26 [END OF POINT] [POINT] SoilStressTableSigma=78.57 SoilStressTableTau=28.28 SoilStressTableTauCharacteristic=31.17 SoilStressTableTauMean=36.19 [END OF POINT] [POINT] SoilStressTableSigma=101.02 SoilStressTableTau=35.37 SoilStressTableTauCharacteristic=38.97 SoilStressTableTauMean=49.29 [END OF POINT] [POINT] SoilStressTableSigma=112.25 SoilStressTableTau=35.37 SoilStressTableTauCharacteristic=38.97 SoilStressTableTauMean=57.68 [END OF POINT] SoilStressTableNumberOfTests=19 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - KREFTENHEYE ONDER 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=3.76 [END OF POINT] [POINT] SoilStressTableSigma=15.19 SoilStressTableTau=8.60 SoilStressTableTauCharacteristic=9.38 SoilStressTableTauMean=12.19 [END OF POINT] [POINT] SoilStressTableSigma=50.63 SoilStressTableTau=24.05 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.47 [END OF POINT] [POINT] SoilStressTableSigma=55.69 SoilStressTableTau=25.04 SoilStressTableTauCharacteristic=27.47 SoilStressTableTauMean=31.61 [END OF POINT] [POINT] SoilStressTableSigma=86.07 SoilStressTableTau=36.18 SoilStressTableTauCharacteristic=39.72 SoilStressTableTauMean=44.56 [END OF POINT] [POINT] SoilStressTableSigma=91.13 SoilStressTableTau=36.36 SoilStressTableTauCharacteristic=39.92 SoilStressTableTauMean=45.85 [END OF POINT] [POINT] SoilStressTableSigma=101.26 SoilStressTableTau=36.36 SoilStressTableTauCharacteristic=39.92 SoilStressTableTauMean=50.43 [END OF POINT] SoilStressTableNumberOfTests=15 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL GEUL 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.35 SoilStressTableTauCharacteristic=1.69 SoilStressTableTauMean=3.71 [END OF POINT] [POINT] SoilStressTableSigma=10.95 SoilStressTableTau=6.98 SoilStressTableTauCharacteristic=7.88 SoilStressTableTauMean=9.36 [END OF POINT] [POINT] SoilStressTableSigma=32.86 SoilStressTableTau=16.51 SoilStressTableTauCharacteristic=18.37 SoilStressTableTauMean=20.74 [END OF POINT] [POINT] SoilStressTableSigma=49.29 SoilStressTableTau=23.32 SoilStressTableTauCharacteristic=25.86 SoilStressTableTauMean=28.13 [END OF POINT] [POINT] SoilStressTableSigma=60.24 SoilStressTableTau=26.99 SoilStressTableTauCharacteristic=29.89 SoilStressTableTauMean=32.42 [END OF POINT] [POINT] SoilStressTableSigma=65.71 SoilStressTableTau=28.36 SoilStressTableTauCharacteristic=31.39 SoilStressTableTauMean=33.19 [END OF POINT] [POINT] SoilStressTableSigma=93.10 SoilStressTableTau=36.24 SoilStressTableTauCharacteristic=40.07 SoilStressTableTauMean=42.68 [END OF POINT] [POINT] SoilStressTableSigma=104.05 SoilStressTableTau=37.71 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=46.02 [END OF POINT] [POINT] SoilStressTableSigma=109.52 SoilStressTableTau=37.71 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=50.86 [END OF POINT] SoilStressTableNumberOfTests=15 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL NAAST 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.87 SoilStressTableTauCharacteristic=1.09 SoilStressTableTauMean=2.96 [END OF POINT] [POINT] SoilStressTableSigma=10.95 SoilStressTableTau=6.00 SoilStressTableTauCharacteristic=6.73 SoilStressTableTauMean=7.84 [END OF POINT] [POINT] SoilStressTableSigma=27.38 SoilStressTableTau=11.94 SoilStressTableTauCharacteristic=13.27 SoilStressTableTauMean=14.84 [END OF POINT] [POINT] SoilStressTableSigma=43.81 SoilStressTableTau=17.63 SoilStressTableTauCharacteristic=19.52 SoilStressTableTauMean=21.58 [END OF POINT] [POINT] SoilStressTableSigma=65.71 SoilStressTableTau=24.45 SoilStressTableTauCharacteristic=27.03 SoilStressTableTauMean=29.99 [END OF POINT] [POINT] SoilStressTableSigma=71.19 SoilStressTableTau=27.67 SoilStressTableTauCharacteristic=30.57 SoilStressTableTauMean=32.58 [END OF POINT] [POINT] SoilStressTableSigma=98.57 SoilStressTableTau=38.22 SoilStressTableTauCharacteristic=42.17 SoilStressTableTauMean=45.23 [END OF POINT] [POINT] SoilStressTableSigma=109.52 SoilStressTableTau=38.88 SoilStressTableTauCharacteristic=42.89 SoilStressTableTauMean=53.00 [END OF POINT] SoilStressTableNumberOfTests=20 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL ONDER 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.80 SoilStressTableTauCharacteristic=1.00 SoilStressTableTauMean=3.44 [END OF POINT] [POINT] SoilStressTableSigma=11.91 SoilStressTableTau=6.74 SoilStressTableTauCharacteristic=7.54 SoilStressTableTauMean=10.42 [END OF POINT] [POINT] SoilStressTableSigma=23.81 SoilStressTableTau=11.85 SoilStressTableTauCharacteristic=13.15 SoilStressTableTauMean=16.57 [END OF POINT] [POINT] SoilStressTableSigma=35.71 SoilStressTableTau=16.18 SoilStressTableTauCharacteristic=17.92 SoilStressTableTauMean=22.04 [END OF POINT] [POINT] SoilStressTableSigma=47.62 SoilStressTableTau=19.83 SoilStressTableTauCharacteristic=21.94 SoilStressTableTauMean=26.51 [END OF POINT] [POINT] SoilStressTableSigma=59.52 SoilStressTableTau=23.28 SoilStressTableTauCharacteristic=25.72 SoilStressTableTauMean=30.64 [END OF POINT] [POINT] SoilStressTableSigma=83.33 SoilStressTableTau=33.90 SoilStressTableTauCharacteristic=37.41 SoilStressTableTauMean=40.51 [END OF POINT] [POINT] SoilStressTableSigma=95.24 SoilStressTableTau=37.30 SoilStressTableTauCharacteristic=41.15 SoilStressTableTauMean=44.94 [END OF POINT] [POINT] SoilStressTableSigma=107.14 SoilStressTableTau=42.46 SoilStressTableTauCharacteristic=46.83 SoilStressTableTauMean=49.32 [END OF POINT] [POINT] SoilStressTableSigma=119.05 SoilStressTableTau=42.46 SoilStressTableTauCharacteristic=46.83 SoilStressTableTauMean=55.56 [END OF POINT] SoilStressTableNumberOfTests=30 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MEASURED YIELD STRESSES] [YIELD STRESSES] 10 = number of items [YIELD STRESS POINT] SoilYieldStressTableX=2.000 SoilYieldStressTableY=-2.820 SoilYieldStressTableYieldStress=115.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=2.000 SoilYieldStressTableY=-5.520 SoilYieldStressTableYieldStress=131.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=2.000 SoilYieldStressTableY=-7.420 SoilYieldStressTableYieldStress=130.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=2.000 SoilYieldStressTableY=-13.270 SoilYieldStressTableYieldStress=164.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=29.000 SoilYieldStressTableY=-3.565 SoilYieldStressTableYieldStress=41.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=29.000 SoilYieldStressTableY=-9.540 SoilYieldStressTableYieldStress=43.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=29.000 SoilYieldStressTableY=-11.635 SoilYieldStressTableYieldStress=42.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=80.000 SoilYieldStressTableY=-7.630 SoilYieldStressTableYieldStress=24.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=80.000 SoilYieldStressTableY=-8.605 SoilYieldStressTableYieldStress=28.000 [END OF YIELD STRESS POINT] [YIELD STRESS POINT] SoilYieldStressTableX=80.000 SoilYieldStressTableY=-11.580 SoilYieldStressTableYieldStress=38.000 [END OF YIELD STRESS POINT] [END OF YIELD STRESSES] [END OF MEASURED YIELD STRESSES] [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] 21 [LIFT SLIP DATA] 17.000 42.000 11 X-direction Left 5.000 40.000 11 Y-direction Left 32.500 90.000 11 X-direction Right -1.000 5.000 3 Y-direction Right -15.500 -2.500 23 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 23 Number of tangentlines -15.500 -14.909 -14.318 -13.727 -13.136 -12.545 -11.955 -11.364 -10.773 -10.182 -9.591 -9.000 -8.409 -7.818 -7.227 -6.636 -6.045 -5.455 -4.864 -4.273 -3.682 -3.091 -2.500 [EXTERNAL WATER LEVELS] 1 = Water data used 3.30 = Design level 0.20 = Decimate height 3 norm = 1/2000 3 = number of items Water data (1) 1 = Phreatic line 2.80 = Level Piezo lines 21 - Number of layers 4 4 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top 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 Water data (2) 1 = Phreatic line 2.30 = Level Piezo lines 21 - Number of layers 5 5 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top 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 Water data (3) 1 = Phreatic line 0.50 = Level Piezo lines 21 - Number of layers 6 6 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top 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 0.08 = 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 [WATER PRESSURE ON HORIZONTAL BAR] 0 Use water pressure on horizontal bar [CALCULATION OPTIONS] MoveCalculationGrid=0 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=2 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=2 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=2 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 3.00 = Width top rest profile [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] 59 = 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] [MODEL SPECIAL] IsAlternativeStrength=0 IsAdditionalPorePressure=0 [END OF MODEL SPECIAL] [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] [YIELDSTRESSES] 10 = number of measurements 2.000 -2.820 115.000 2.000 -5.520 131.000 2.000 -7.420 130.000 2.000 -13.270 164.000 29.000 -3.565 41.000 29.000 -9.540 43.000 29.000 -11.635 42.000 80.000 -7.630 24.000 80.000 -8.605 28.000 80.000 -11.580 38.000 [END OF YIELDSTRESSES] [END OF INPUT FILE]