Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 16-9-2010 TIME : 13:21:51 FILENAME : P:\230277\03-Projecten\043 - OR3.49 Vrouw Vennepolder\03 - Werkmap\06 Eenvoudige toets\Mstab\005d\OR-3.49-005d met verkeer STBI.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 SoilColor=16575398 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 SoilColor=11141025 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei, humeus (12,5-14,4) SoilColor=2763429 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.40 SoilPhi=15.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei, siltig (14,5-16,4) SoilColor=7077877 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=19.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei, zandig ( > 16.5) SoilColor=42495 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Zand SoilColor=15728396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=851951 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Pleistoceen SoilColor=5244889 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] 103 - Number of geometry points - 1 22.500 -1.801 0.000 2 21.000 -1.794 0.000 3 7.500 -2.300 0.000 4 -10.000 -1.812 0.000 5 -7.000 -1.812 0.000 6 -3.700 -1.634 0.000 7 -0.800 -1.188 0.000 8 -0.500 -1.230 0.000 9 -0.273 -0.872 0.000 10 -0.100 -0.600 0.000 11 0.000 -0.442 0.000 12 0.500 -0.432 0.000 13 1.000 -0.247 0.000 14 1.500 -0.157 0.000 15 2.000 -0.189 0.000 16 2.500 -0.230 0.000 17 3.000 -0.392 0.000 18 3.500 -0.635 0.000 19 4.000 -0.797 0.000 20 4.500 -0.997 0.000 21 5.000 -1.254 0.000 22 5.500 -1.383 0.000 23 6.000 -1.559 0.000 24 6.500 -1.601 0.000 25 7.000 -1.674 0.000 26 7.500 -1.710 0.000 27 8.000 -1.723 0.000 28 8.500 -1.762 0.000 29 9.000 -1.781 0.000 30 9.500 -1.806 0.000 31 10.000 -1.784 0.000 32 10.500 -1.827 0.000 33 11.000 -1.837 0.000 34 11.500 -1.853 0.000 35 12.000 -1.838 0.000 36 12.500 -1.825 0.000 37 13.000 -1.818 0.000 38 13.500 -1.850 0.000 39 14.000 -1.837 0.000 40 14.500 -1.822 0.000 41 15.000 -1.820 0.000 42 15.500 -1.830 0.000 43 16.000 -1.797 0.000 44 16.500 -1.795 0.000 45 17.000 -1.820 0.000 46 17.500 -1.795 0.000 47 18.000 -1.798 0.000 48 18.500 -1.777 0.000 49 19.000 -1.782 0.000 50 19.500 -1.783 0.000 51 20.000 -1.796 0.000 52 20.500 -1.801 0.000 53 21.500 -1.785 0.000 54 22.000 -1.803 0.000 55 23.000 -1.815 0.000 56 23.500 -1.796 0.000 57 24.000 -1.786 0.000 58 24.500 -1.806 0.000 59 25.000 -1.806 0.000 60 25.500 -1.794 0.000 61 26.000 -1.795 0.000 62 26.500 -1.813 0.000 63 27.000 -1.819 0.000 64 27.500 -1.800 0.000 65 2.500 -0.864 0.000 66 6.395 -2.328 0.000 67 7.500 -2.322 0.000 68 27.500 -2.228 0.000 69 -10.000 -2.340 0.000 70 2.500 -2.350 0.000 71 -10.000 -4.007 0.000 72 2.500 -3.950 0.000 73 7.500 -3.550 0.000 74 27.500 -3.507 0.000 75 -10.000 -4.674 0.000 76 2.500 -4.750 0.000 77 7.500 -4.900 0.000 78 27.500 -4.841 0.000 79 -10.000 -6.008 0.000 80 2.500 -6.050 0.000 81 7.500 -6.200 0.000 82 27.500 -6.175 0.000 83 -10.000 -8.207 0.000 84 2.500 -8.250 0.000 85 7.500 -6.900 0.000 86 27.500 -6.954 0.000 87 -10.000 -8.500 0.000 88 27.500 -8.500 0.000 89 -10.000 -12.000 0.000 90 27.500 -12.000 0.000 91 -10.000 -12.700 0.000 92 27.500 -12.700 0.000 93 -10.000 -25.000 0.000 94 27.500 -25.000 0.000 95 -10.000 -0.410 0.000 96 -0.020 -0.410 0.000 97 0.482 -0.420 0.000 98 2.500 -0.420 0.000 99 4.207 -1.130 0.000 100 6.793 -2.088 0.000 101 27.500 -2.104 0.000 102 -10.000 -2.100 0.000 103 27.500 -2.100 0.000 [CURVES] 89 - 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 9 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 69 70 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 66 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 82 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 81 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 80 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 79 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 76 77 78 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 73 74 75 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 70 71 72 7 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 8 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 65 66 63 64 9 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 61 62 63 64 10 - Boundary number 60 - 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 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 11 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 11 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 11 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 83 84 85 86 87 88 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 89 [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [LAYERS] 10 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 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 2 - 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 Zand 1 - Piezometric level line at top of layer 2 - 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, siltig (14,5-16,4) 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 Zand 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 Klei, zandig ( > 16.5) 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 (14,5-16,4) 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 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 Klei, humeus (12,5-14,4) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Vrouw Vennepolder - kadevak OR-3.49-005d Toetsing STBI -Hoogwater met verkeersbelasting PMS-waarden; ; DWP-5,45; B-5,55; S30F01952 [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 10 Number of layers 10 100 9 100 100 8 100 100 100 7 100 100 100 100 6 100 100 100 100 100 5 100 100 100 100 100 100 4 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 100 20 100 20 20 20 100 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 4.572 9.594 10 X-direction 0.279 4.269 10 Y-direction -3.181 -6.000 7 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 0.42 2.92 = 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] 8 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 10 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [END OF INPUT FILE]