Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 28-4-2009 TIME : 16:16:42 FILENAME : P:\230277\03-Projecten\010 - ww05 - Zwet- en Grote Blankaartpolder\03 - Werkmap\06 Eenvoudige toets\Mstab\Dwarsprofielen\WW-05-31-04f\STBI\ww-05-31-04f hoogwater met verkeer_silt0.sti CREATED BY : MStab version 9.10.7.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 9 = number of items [SOIL] Klei SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamWet=11.00 SoilRestSlope=0 SoilCohesion=1.75 SoilPhi=15.00 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] Klei, siltig SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.60 SoilGamWet=15.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=19.80 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=13.40 SoilGamWet=13.40 SoilRestSlope=0 SoilCohesion=0.40 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] Klei, zandig SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.40 SoilPhi=22.10 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] Veen >300 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.80 SoilGamWet=10.80 SoilRestSlope=0 SoilCohesion=0.80 SoilPhi=11.60 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 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.80 SoilGamWet=11.80 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=11.60 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=23.90 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=12.60 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=26.70 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 113 - Number of geometry points - 1 26.364 -9.515 0.000 2 26.364 -7.800 0.000 3 26.364 -6.300 0.000 4 -20.000 -0.887 0.000 5 -19.462 -0.829 0.000 6 -18.958 -0.808 0.000 7 -18.455 -0.769 0.000 8 -17.952 -0.714 0.000 9 -17.448 -0.643 0.000 10 -16.945 -0.552 0.000 11 -16.441 -0.458 0.000 12 -15.938 -0.358 0.000 13 -15.434 -0.256 0.000 14 -14.931 -0.171 0.000 15 -14.427 -0.110 0.000 16 -13.924 -0.056 0.000 17 -13.530 -0.045 0.000 18 -12.240 -0.090 0.000 19 -11.330 -0.600 0.000 20 -10.910 -0.830 0.000 21 -10.720 -0.760 0.000 22 -9.950 -1.020 0.000 23 -9.010 -1.090 0.000 24 -7.320 -1.130 0.000 25 -3.770 -1.030 0.000 26 -3.450 -0.330 0.000 27 -2.400 -0.270 0.000 28 -1.340 -0.190 0.000 29 -0.834 -0.176 0.000 30 -0.330 -0.167 0.000 31 0.173 -0.158 0.000 32 0.676 -0.167 0.000 33 1.180 -0.180 0.000 34 1.683 -0.187 0.000 35 2.187 -0.223 0.000 36 2.472 -0.222 0.000 37 3.280 -0.220 0.000 38 4.201 -0.217 0.000 39 4.704 -0.362 0.000 40 8.228 -0.481 0.000 41 8.732 -0.508 0.000 42 9.235 -0.672 0.000 43 9.739 -0.853 0.000 44 10.242 -0.983 0.000 45 10.746 -1.088 0.000 46 11.249 -1.140 0.000 47 11.753 -1.173 0.000 48 12.256 -1.187 0.000 49 12.759 -1.203 0.000 50 13.263 -1.254 0.000 51 13.766 -1.272 0.000 52 14.270 -1.287 0.000 53 14.773 -1.332 0.000 54 15.277 -1.373 0.000 55 15.780 -1.387 0.000 56 16.284 -1.420 0.000 57 16.787 -1.458 0.000 58 17.291 -1.504 0.000 59 17.794 -1.546 0.000 60 18.298 -1.565 0.000 61 18.801 -1.576 0.000 62 19.304 -1.586 0.000 63 19.808 -1.613 0.000 64 20.311 -1.668 0.000 65 20.815 -1.664 0.000 66 21.318 -1.668 0.000 67 21.822 -1.663 0.000 68 22.325 -1.739 0.000 69 22.829 -1.841 0.000 70 23.332 -1.837 0.000 71 23.836 -1.805 0.000 72 24.339 -1.767 0.000 73 24.843 -1.738 0.000 74 25.346 -1.624 0.000 75 25.849 -1.502 0.000 76 26.353 -1.576 0.000 77 26.364 -1.281 0.000 78 10.466 -2.371 0.000 79 11.000 -2.380 0.000 80 26.364 -2.380 0.000 81 -20.000 -2.050 0.000 82 -0.223 -2.200 0.000 83 -20.000 -4.107 0.000 84 -3.781 -4.107 0.000 85 -0.225 -4.700 0.000 86 11.000 -3.180 0.000 87 26.364 -3.180 0.000 88 -20.000 -4.586 0.000 89 -3.839 -4.586 0.000 90 -0.406 -5.000 0.000 91 11.000 -4.030 0.000 92 26.364 -4.030 0.000 93 -20.000 -5.003 0.000 94 -3.845 -5.003 0.000 95 -0.166 -5.300 0.000 96 11.000 -4.700 0.000 97 26.364 -4.680 0.000 98 -20.000 -5.826 0.000 99 -0.343 -6.300 0.000 100 11.745 -7.231 0.000 101 26.364 -8.416 0.000 102 -20.000 -12.800 0.000 103 26.364 -12.800 0.000 104 -20.000 -18.000 0.000 105 26.364 -18.000 0.000 106 -20.000 -0.310 0.000 107 -2.340 -0.310 0.000 108 -1.840 -0.610 0.000 109 8.373 -0.673 0.000 110 13.217 -2.400 0.000 111 26.364 -2.400 0.000 112 -20.000 -2.580 0.000 113 26.364 -2.580 0.000 [CURVES] 101 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 78 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 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 78 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 88 89 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 [BOUNDARIES] 9 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 95 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 94 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 91 92 93 3 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 87 88 89 90 4 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 83 84 85 86 5 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 79 80 81 82 6 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 77 78 75 76 7 - Boundary number 36 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 74 75 76 8 - Boundary number 73 - 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 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 9 - Number of boundaries - 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 9 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 9 - Number of boundaries - 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 96 97 98 99 100 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 101 [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] 8 - 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 Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei, zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Veen >300 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, humeus 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 Klei, siltig 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 Zand 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 [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] STBI, hoogwater met verkeer Profiel 7365-F, Boring 7,53-Kr/Bt Zwet- en Groote Blankaartpolder - WW-05-31-04f [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 8 Number of layers 8 100 7 100 100 6 100 100 100 5 100 100 100 100 4 100 100 100 100 100 3 100 100 100 100 100 100 2 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 20 20 20 20 20 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 [CIRCLES] 4.562 11.955 15 X-direction 3.199 8.814 15 Y-direction -4.000 -10.000 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeer 13.00 = magnitude 0.81 3.31 = 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] 1.00 [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 8 - 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 [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]