Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 6-1-2011 TIME : 9:12:49 FILENAME : P:\230277\03-Projecten\023 - ww17 Nieuwe Driemanspolder zuidelijk deel\03 - Werkmap\08 Gedetailleerde toets\Mstab\WW-17-31-04B\WW-17-31-04B.sti CREATED BY : MStab version 9.10.8.6 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 14 = number of items [SOIL] Veen > 300 SoilColor=16777215 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei humeus SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.40 SoilPhi=15.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei siltig SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=19.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei zandig SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Zand SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Pleistoceen zand SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 GWS SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=8.00 SoilGamWet=8.00 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 Maaiveld SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=2.00 SoilGamWet=2.00 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 Overgangszone SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=4.50 SoilGamWet=4.50 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 GWS SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 Maaivel SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=4.00 SoilGamWet=4.00 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 Overgan SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=7.50 SoilGamWet=7.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 177 - Number of geometry points - 1 0.000 -0.580 0.000 2 0.000 -0.880 0.000 3 0.000 -1.380 0.000 4 0.000 -1.680 0.000 5 0.000 -2.300 0.000 6 10.500 -2.300 0.000 7 10.651 -1.680 0.000 8 10.724 -1.380 0.000 9 10.845 -0.880 0.000 10 11.000 -0.240 0.000 11 11.500 -0.196 0.000 12 12.000 -0.196 0.000 13 12.500 -0.158 0.000 14 13.000 -0.175 0.000 15 13.500 -0.217 0.000 16 14.000 -0.399 0.000 17 14.500 -0.399 0.000 18 15.000 -0.592 0.000 19 15.500 -0.736 0.000 20 16.000 -0.853 0.000 21 16.063 -0.880 0.000 22 16.500 -1.067 0.000 23 17.000 -1.067 0.000 24 17.500 -1.233 0.000 25 18.000 -1.380 0.000 26 18.500 -1.436 0.000 27 19.000 -1.467 0.000 28 19.500 -1.467 0.000 29 20.000 -1.557 0.000 30 20.500 -1.563 0.000 31 21.000 -1.574 0.000 32 21.500 -1.587 0.000 33 22.000 -1.587 0.000 34 22.500 -1.653 0.000 35 23.000 -1.777 0.000 36 23.500 -1.814 0.000 37 24.000 -1.889 0.000 38 24.500 -1.889 0.000 39 25.000 -1.962 0.000 40 25.500 -1.986 0.000 41 26.000 -2.051 0.000 42 26.500 -2.135 0.000 43 27.000 -2.172 0.000 44 27.500 -2.227 0.000 45 28.000 -2.298 0.000 46 28.500 -2.346 0.000 47 29.000 -2.348 0.000 48 29.500 -2.363 0.000 49 30.000 -2.434 0.000 50 30.500 -2.447 0.000 51 31.000 -2.399 0.000 52 31.500 -2.409 0.000 53 32.000 -2.400 0.000 54 32.500 -2.352 0.000 55 33.000 -2.306 0.000 56 33.500 -2.316 0.000 57 34.000 -2.305 0.000 58 34.500 -2.330 0.000 59 35.000 -2.361 0.000 60 35.500 -2.373 0.000 61 36.000 -2.405 0.000 62 36.500 -2.407 0.000 63 37.000 -2.360 0.000 64 37.500 -2.334 0.000 65 38.000 -2.401 0.000 66 38.500 -2.335 0.000 67 39.000 -2.348 0.000 68 39.500 -2.367 0.000 69 40.000 -2.409 0.000 70 40.500 -2.427 0.000 71 41.000 -2.371 0.000 72 41.500 -2.371 0.000 73 42.000 -2.392 0.000 74 42.500 -2.399 0.000 75 43.000 -2.452 0.000 76 43.500 -2.429 0.000 77 44.000 -2.429 0.000 78 44.109 -2.460 0.000 79 44.500 -2.571 0.000 80 44.911 -2.460 0.000 81 45.000 -2.436 0.000 82 45.500 -2.457 0.000 83 46.000 -2.443 0.000 84 46.093 -2.460 0.000 85 46.500 -2.534 0.000 86 47.000 -2.542 0.000 87 47.500 -2.494 0.000 88 48.000 -2.502 0.000 89 48.500 -2.583 0.000 90 49.000 -2.601 0.000 91 49.500 -2.597 0.000 92 50.000 -2.518 0.000 93 50.500 -2.551 0.000 94 51.000 -2.589 0.000 95 51.500 -2.559 0.000 96 52.000 -2.474 0.000 97 52.500 -2.575 0.000 98 53.000 -2.552 0.000 99 53.500 -2.557 0.000 100 54.000 -2.595 0.000 101 54.500 -2.607 0.000 102 55.000 -2.614 0.000 103 55.500 -2.616 0.000 104 56.000 -2.660 0.000 105 56.500 -2.695 0.000 106 57.000 -2.641 0.000 107 57.500 -2.653 0.000 108 58.000 -2.666 0.000 109 58.500 -2.692 0.000 110 59.000 -2.701 0.000 111 59.500 -2.654 0.000 112 60.000 -2.696 0.000 113 60.500 -2.661 0.000 114 61.000 -2.884 0.000 115 61.500 -2.806 0.000 116 62.000 -2.977 0.000 117 74.000 -3.003 0.000 118 74.500 -2.916 0.000 119 75.000 -2.783 0.000 120 75.500 -2.783 0.000 121 76.000 -2.623 0.000 122 76.500 -2.489 0.000 123 76.681 -2.460 0.000 124 77.000 -2.409 0.000 125 77.500 -2.341 0.000 126 78.000 -2.341 0.000 127 78.500 -2.367 0.000 128 79.000 -2.344 0.000 129 79.500 -2.341 0.000 130 80.000 -2.320 0.000 131 80.500 -2.320 0.000 132 81.000 -2.312 0.000 133 81.500 -2.339 0.000 134 82.000 -2.415 0.000 135 82.395 -2.460 0.000 136 82.500 -2.472 0.000 137 82.613 -2.460 0.000 138 83.000 -2.419 0.000 139 83.119 -2.460 0.000 140 83.500 -2.591 0.000 141 84.000 -2.750 0.000 142 84.500 -2.989 0.000 143 85.000 -2.896 0.000 144 85.500 -2.929 0.000 145 87.000 -2.899 0.000 146 87.500 -2.946 0.000 147 88.000 -2.905 0.000 148 88.500 -2.765 0.000 149 12.000 -1.680 0.000 150 30.000 -2.460 0.000 151 0.000 -4.080 0.000 152 12.000 -4.080 0.000 153 30.000 -4.760 0.000 154 88.500 -4.760 0.000 155 0.000 -5.780 0.000 156 12.000 -5.780 0.000 157 30.000 -5.360 0.000 158 88.500 -5.360 0.000 159 30.000 -6.260 0.000 160 88.500 -6.260 0.000 161 30.000 -6.660 0.000 162 88.500 -6.660 0.000 163 0.000 -9.600 0.000 164 88.500 -9.600 0.000 165 0.000 -10.000 0.000 166 88.500 -10.000 0.000 167 0.000 -25.000 0.000 168 88.500 -25.000 0.000 169 0.000 -0.310 0.000 170 88.500 -4.000 0.000 171 13.483 -0.800 0.000 172 17.952 -1.634 0.000 173 40.000 -4.000 0.000 174 0.000 -3.450 0.000 175 88.500 -3.450 0.000 176 11.028 -0.310 0.000 177 11.256 -0.800 0.000 [CURVES] 168 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 21 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 25 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 149 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 78 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 159 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 161 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 173 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 170 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 176 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 171 [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 161 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 160 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 159 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 152 157 158 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 152 155 156 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 152 153 154 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 149 150 151 7 - Boundary number 75 - number of curves on boundary, next line(s) are curvenumbers 1 2 146 147 148 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 8 - Boundary number 127 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 145 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 9 - Boundary number 132 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 144 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 10 - Boundary number 143 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 11 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 11 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 11 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 166 167 168 162 163 164 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 165 [PHREATIC LINE] 1 - Number of the piezometric level line acting as 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 - [LAYERS] 10 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Basisveen 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Veen > 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Veen kleiig < 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] WW-17-31-04B, ND-polder, DWP_14.15 Toetsing STBI, Hoogwater met belasting Boring WW-17_B13.5KR/BT [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 10 Number of layers 10 100 9 100 100 8 100 100 100 7 100 100 100 100 6 100 100 100 100 100 5 100 100 100 100 100 100 4 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 20 20 20 20 20 20 20 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 16.704 27.902 10 X-direction 1.215 11.462 10 Y-direction -4.000 -6.000 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items VB 5.00 = magnitude 11.00 13.50 = xstart and xend 45.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 10 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 10 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [END OF INPUT FILE]