Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 6-7-2009 TIME : 13:22:46 FILENAME : P:\230277\03-Projecten\004 - ww678 Grote Polder & Westbroekpolder (Jeroen)\03 - Werkmap\06 eenvoudige toets\Mstab\STBI\Dataset Rijnland\WW-06-31-01C\DP1,780G nat, met verkeersbelasting.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] 8 = number of items [SOIL] Veen >300 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=11.40 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=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=13.40 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 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=14.80 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, siltig 15-16 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.40 SoilGamWet=15.40 SoilRestSlope=0 SoilCohesion=2.70 SoilPhi=17.90 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] Klei, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=1.50 SoilPhi=29.90 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] 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] 146 - Number of geometry points - 1 -20.000 -0.276 0.000 2 -18.996 -0.600 0.000 3 -18.558 -0.818 0.000 4 -18.214 -1.202 0.000 5 -17.523 -1.390 0.000 6 -16.804 -1.646 0.000 7 -16.095 -1.952 0.000 8 -15.354 -2.055 0.000 9 -14.654 -2.064 0.000 10 -13.971 -2.121 0.000 11 -13.274 -2.201 0.000 12 -12.618 -2.227 0.000 13 -12.470 -2.233 0.000 14 -11.900 -2.258 0.000 15 -11.179 -2.260 0.000 16 -10.480 -2.218 0.000 17 -9.786 -2.200 0.000 18 -9.104 -2.178 0.000 19 -8.426 -2.036 0.000 20 -7.759 -1.941 0.000 21 -7.050 -1.926 0.000 22 -6.337 -1.926 0.000 23 -5.626 -1.801 0.000 24 -4.900 -1.513 0.000 25 -4.210 -1.434 0.000 26 -3.500 -1.170 0.000 27 -3.200 -1.131 0.000 28 -2.154 -0.828 0.000 29 -2.137 -0.898 0.000 30 -1.967 -0.663 0.000 31 -1.967 -0.663 0.000 32 -1.967 -0.663 0.000 33 -1.967 -0.663 0.000 34 -1.967 -0.663 0.000 35 -1.602 -0.473 0.000 36 0.000 0.094 0.000 37 0.685 0.231 0.000 38 2.371 0.132 0.000 39 5.695 -0.758 0.000 40 10.251 -0.837 0.000 41 15.172 -1.051 0.000 42 17.848 -0.770 0.000 43 20.956 -0.765 0.000 44 20.956 -0.765 0.000 45 23.901 -0.851 0.000 46 23.901 -0.851 0.000 47 26.718 -0.945 0.000 48 30.001 -1.136 0.000 49 30.963 -1.309 0.000 50 32.271 -1.850 0.000 51 42.269 -1.850 0.000 52 44.085 -1.256 0.000 53 46.969 -1.019 0.000 54 53.881 -0.787 0.000 55 56.563 -0.690 0.000 56 58.567 -0.732 0.000 57 58.567 -0.732 0.000 58 60.513 -0.810 0.000 59 60.513 -0.810 0.000 60 60.526 -0.928 0.000 61 60.526 -0.928 0.000 62 64.701 -0.814 0.000 63 64.701 -0.814 0.000 64 68.645 -0.920 0.000 65 68.645 -0.920 0.000 66 68.793 -0.950 0.000 67 68.793 -0.950 0.000 68 74.212 -0.750 0.000 69 80.000 -0.567 0.000 70 0.000 -1.470 0.000 71 1.000 -1.470 0.000 72 22.000 -1.910 0.000 73 23.000 -1.910 0.000 74 -20.000 -1.470 0.000 75 -17.298 -1.470 0.000 76 -4.524 -1.470 0.000 77 32.321 -1.910 0.000 78 42.229 -1.910 0.000 79 32.611 -2.260 0.000 80 41.997 -2.260 0.000 81 -20.000 -2.470 0.000 82 0.000 -2.470 0.000 83 1.000 -2.470 0.000 84 22.000 -2.260 0.000 85 23.000 -2.260 0.000 86 32.769 -2.450 0.000 87 33.267 -2.950 0.000 88 34.263 -3.150 0.000 89 35.259 -3.050 0.000 90 37.270 -3.150 0.000 91 39.281 -3.150 0.000 92 40.277 -3.050 0.000 93 41.273 -2.800 0.000 94 41.771 -2.600 0.000 95 80.000 -1.910 0.000 96 80.000 -2.260 0.000 97 -20.000 -4.370 0.000 98 0.000 -4.370 0.000 99 1.000 -4.370 0.000 100 22.000 -4.160 0.000 101 23.000 -4.160 0.000 102 80.000 -4.160 0.000 103 -20.000 -9.200 0.000 104 0.000 -9.200 0.000 105 1.000 -9.200 0.000 106 22.000 -9.200 0.000 107 23.000 -9.200 0.000 108 80.000 -9.200 0.000 109 -20.000 -9.500 0.000 110 0.000 -9.500 0.000 111 1.000 -9.500 0.000 112 22.000 -9.500 0.000 113 23.000 -9.500 0.000 114 80.000 -9.500 0.000 115 -20.000 -11.800 0.000 116 0.000 -11.800 0.000 117 1.000 -11.800 0.000 118 22.000 -11.800 0.000 119 23.000 -11.800 0.000 120 80.000 -11.800 0.000 121 -20.000 -12.700 0.000 122 0.000 -12.700 0.000 123 1.000 -12.700 0.000 124 22.000 -12.700 0.000 125 23.000 -12.700 0.000 126 80.000 -12.700 0.000 127 -20.000 -17.500 0.000 128 0.000 -17.500 0.000 129 1.000 -17.500 0.000 130 22.000 -17.500 0.000 131 23.000 -17.500 0.000 132 80.000 -17.500 0.000 133 -20.000 -1.960 0.000 134 80.000 -1.960 0.000 135 -20.000 -0.160 0.000 136 80.000 -1.850 0.000 137 -17.313 -0.160 0.000 138 -10.825 -0.160 0.000 139 -3.100 -0.160 0.000 140 -0.666 -0.160 0.000 141 -0.166 -0.220 0.000 142 2.371 -0.220 0.000 143 5.771 -0.892 0.000 144 29.791 -1.476 0.000 145 42.367 -1.850 0.000 146 32.260 -1.850 0.000 [CURVES] 125 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 70 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 77 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 75 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 6 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 76 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 25 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 30 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 35 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 45 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 47 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 77 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 79 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 78 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 51 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 58 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 60 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 62 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 64 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 66 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 68 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 79 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 86 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 80 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 95 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 96 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 137 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 136 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 146 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 145 [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 109 110 111 112 113 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 104 105 106 107 108 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 99 100 101 102 103 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 94 95 96 97 98 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 89 90 91 92 93 5 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 84 85 86 87 88 6 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 83 7 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 53 82 8 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 53 54 55 56 57 58 59 60 61 62 63 64 65 66 9 - Boundary number 51 - number of curves on boundary, next line(s) are curvenumbers 3 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4 1 5 2 6 52 72 73 74 75 76 77 78 79 80 81 53 54 55 56 57 58 59 60 61 62 63 64 65 66 10 - Boundary number 66 - number of curves on boundary, next line(s) are curvenumbers 3 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 72 73 74 75 76 77 78 79 80 81 53 54 55 56 57 58 59 60 61 62 63 64 65 66 11 - Boundary number 70 - number of curves on boundary, next line(s) are curvenumbers 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 72 73 74 75 76 77 78 79 80 81 53 54 55 56 57 58 59 60 61 62 63 64 65 66 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 12 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 12 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 12 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 114 2 - PlLine number 11 - number of curves on PlLine, next line(s) are curvenumbers 115 116 117 118 119 120 121 122 124 125 123 [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] 11 - 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 15-16 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 >17 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 15-16 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 15-16 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, humeus 13-14 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 15-16 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer Klei, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer Klei, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Grote en Westbroekpolder - kadevak 06-31-01C Toetsing STBI, hoogwater met verkeersbelasting Profiel 1,78G, Boring 14,6Kr/Bt, Sondering 14,6Kr [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 11 Number of layers 11 100 10 100 100 9 100 100 100 8 100 100 100 100 7 100 100 100 100 100 6 100 100 100 100 100 100 5 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 4.483 14.483 15 X-direction 19.881 29.881 15 Y-direction -1.000 -6.000 15 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeersbelasting 5.00 = magnitude -0.19 2.31 = 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] 0.00 [m] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 11 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 11 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=0 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]