Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij Nederland B.V. LICENSE : Unknown DATE : 4-11-2010 TIME : 15:37:00 FILENAME : P:\230277\03-Projecten\039- GH31.180 Horn- en Stommeerpolder\03 - Werkmap\06 Eenvoudige toets\Mstab\STBI\GH-31.180.030\GH-31_180_030AI_HW met BL.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] 8 = number of items [SOIL] Veen > 300 (mineraalarm) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 10.2 SoilGamWet= 10.2 SoilRestSlope=0 SoilCohesion= 2.1 SoilPhi= 11.3 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 (kleiig) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 11.5 SoilGamWet= 11.5 SoilRestSlope=0 SoilCohesion= 2 SoilPhi= 13.8 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=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 13.5 SoilGamWet= 13.5 SoilRestSlope=0 SoilCohesion= 2.4 SoilPhi= 15.5 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=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 15.5 SoilGamWet= 15.5 SoilRestSlope=0 SoilCohesion= 2.3 SoilPhi= 19.2 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=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 17.7 SoilGamWet= 17.7 SoilRestSlope=0 SoilCohesion= 1.6 SoilPhi= 26.2 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=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 18 SoilGamWet= 20 SoilRestSlope=0 SoilCohesion= 0 SoilPhi= 23 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=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry= 12 SoilGamWet= 12 SoilRestSlope=0 SoilCohesion= 1.9 SoilPhi= 12.1 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 75 - Number of geometry points - 1 2.940 -4.510 0.000 2 33.000 -4.440 0.000 3 2.940 -0.110 0.000 4 2.940 -1.610 0.000 5 -14.621 -0.230 0.000 6 -14.619 -0.430 0.000 7 -13.828 -0.600 0.000 8 -10.240 -1.800 0.000 9 -5.874 -1.800 0.000 10 -2.952 -1.800 0.000 11 -1.700 -1.600 0.000 12 37.780 -3.970 0.000 13 37.790 -4.540 0.000 14 37.800 -3.650 0.000 15 38.410 -4.510 0.000 16 38.470 -5.030 0.000 17 39.440 -6.000 0.000 18 50.000 -6.000 0.000 19 37.175 -4.749 0.000 20 37.772 -4.750 0.000 21 38.438 -4.751 0.000 22 -14.621 -4.389 0.000 23 36.023 -4.437 0.000 24 32.319 -4.442 0.000 25 -1.647 -1.586 0.000 26 32.315 -4.442 0.000 27 28.762 -4.099 0.000 28 -0.873 -1.376 0.000 29 33.077 -3.640 0.000 30 34.928 -4.141 0.000 31 2.940 -1.410 0.000 32 5.625 -1.609 0.000 33 -0.596 -1.300 0.000 34 0.656 -1.010 0.000 35 0.690 -0.590 0.000 36 0.700 -1.130 0.000 37 0.720 0.020 0.000 38 1.400 -0.060 0.000 39 2.940 -0.120 0.000 40 3.630 -0.040 0.000 41 9.690 -0.060 0.000 42 13.313 -1.410 0.000 43 13.850 -1.610 0.000 44 23.520 -2.630 0.000 45 31.860 -3.310 0.000 46 13.847 -1.609 0.000 47 33.000 -3.640 0.000 48 33.000 -4.040 0.000 49 -14.621 -5.008 0.000 50 2.940 -5.110 0.000 51 33.000 -4.740 0.000 52 37.770 -4.910 0.000 53 3.073 -3.698 0.000 54 24.122 -3.652 0.000 55 -14.621 -3.561 0.000 56 26.355 -3.649 0.000 57 -14.621 -10.439 0.000 58 0.000 -10.500 0.000 59 38.000 -10.500 0.000 60 50.000 -10.343 0.000 61 -14.621 -10.915 0.000 62 0.000 -11.000 0.000 63 38.000 -11.000 0.000 64 50.000 -11.010 0.000 65 -14.621 -20.121 0.000 66 50.000 -20.121 0.000 67 -14.621 -0.340 0.000 68 -5.000 -0.340 0.000 69 1.210 -0.340 0.000 70 9.690 -0.340 0.000 71 13.848 -1.991 0.000 72 38.400 -5.000 0.000 73 50.000 -5.000 0.000 74 -14.621 -4.500 0.000 75 50.000 -4.500 0.000 [CURVES] 74 - 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 25 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 19 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 12 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 21 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 16 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 1 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 26 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 2 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 4 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 24 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 28 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 23 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 31 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 32 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 46 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 46 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 43 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 29 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 42 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 29 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 48 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 30 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 51 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 19 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 20 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 56 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 29 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 27 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 53 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 27 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 [BOUNDARIES] 13 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 67 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 64 65 66 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 61 62 63 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 17 54 14 15 16 4 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 50 51 52 17 9 10 11 12 13 14 15 16 5 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 18 19 20 21 8 17 9 10 11 12 13 14 15 16 6 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 59 58 23 20 21 8 17 9 10 11 12 13 14 15 16 7 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 59 58 48 49 27 8 17 9 10 11 12 13 14 15 16 8 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 59 55 56 60 48 49 27 8 17 9 10 11 12 13 14 15 16 9 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 59 55 56 57 26 27 8 17 9 10 11 12 13 14 15 16 10 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 22 29 30 42 43 44 45 26 27 8 17 9 10 11 12 13 14 15 16 11 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 25 28 46 41 42 43 44 45 26 27 8 17 9 10 11 12 13 14 15 16 12 - Boundary number 35 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 25 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 26 27 8 17 9 10 11 12 13 14 15 16 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 13 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 13 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 13 - Number of boundaries - 0 0 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 68 69 70 71 72 73 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 74 [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] 12 - 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, 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 Klei, humeus 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 (mineraalarm) 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 < 300 (kleiig) 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 Veen > 300 (mineraalarm) 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 Zand 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 Veen > 300 (mineraalarm) 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 Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer Veen < 300 (kleiig) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Horn- en Stommeerpolder, kadevak GH-31.180.030AI Toetsing STBI - hoogwater met verkeersbelasting DWP-1800, B1920KR/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] 12 Number of layers 12 100 11 100 100 10 100 100 100 9 100 100 100 100 8 100 100 100 100 100 7 100 100 100 100 100 100 6 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 20 20 20 20 20 20 20 20 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 9.220 22.193 10 X-direction 1.322 11.239 10 Y-direction -2.000 -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 Uniform Load (1) 13.00 = magnitude 5.54 8.04 = 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] 7 [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 12 - 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 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [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]