Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 25-2-2011 TIME : 14:56:56 FILENAME : P:\230277\03-Projecten\043 - OR3.49 Vrouw Vennepolder\03 - Werkmap\06 Eenvoudige toets\Mstab\005b\OR-3.49-005b 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] 114 - Number of geometry points - 1 50.000 -1.739 0.000 2 49.000 -1.792 0.000 3 47.500 -1.637 0.000 4 47.000 -1.655 0.000 5 46.500 -1.647 0.000 6 44.000 -1.388 0.000 7 42.500 -1.567 0.000 8 41.500 -1.601 0.000 9 34.500 -1.234 0.000 10 28.500 -1.177 0.000 11 26.500 -0.813 0.000 12 26.000 -0.783 0.000 13 23.500 -0.173 0.000 14 0.000 0.000 0.000 15 10.000 -3.100 0.000 16 14.500 -3.100 0.000 17 16.000 -1.600 0.000 18 16.633 -1.184 0.000 19 17.500 -0.600 0.000 20 18.000 -0.467 0.000 21 18.500 -0.223 0.000 22 20.000 -0.301 0.000 23 20.500 -0.295 0.000 24 21.000 -0.202 0.000 25 21.500 -0.128 0.000 26 22.000 -0.158 0.000 27 22.500 -0.140 0.000 28 23.000 -0.128 0.000 29 23.787 -0.169 0.000 30 24.000 -0.251 0.000 31 24.500 -0.487 0.000 32 25.000 -0.648 0.000 33 25.500 -0.757 0.000 34 26.260 -0.758 0.000 35 27.000 -0.925 0.000 36 27.500 -1.150 0.000 37 28.000 -1.213 0.000 38 28.733 -1.170 0.000 39 29.000 -1.378 0.000 40 29.500 -1.364 0.000 41 30.000 -1.397 0.000 42 30.500 -1.375 0.000 43 31.000 -1.443 0.000 44 31.500 -1.429 0.000 45 32.000 -1.372 0.000 46 32.500 -1.360 0.000 47 33.000 -1.329 0.000 48 33.500 -1.232 0.000 49 34.000 -1.187 0.000 50 35.000 -1.317 0.000 51 35.210 -1.435 0.000 52 35.500 -1.399 0.000 53 35.960 -1.419 0.000 54 41.000 -1.578 0.000 55 41.033 -1.579 0.000 56 42.000 -1.594 0.000 57 42.277 -1.582 0.000 58 43.000 -1.452 0.000 59 43.500 -1.399 0.000 60 44.500 -1.377 0.000 61 45.000 -1.359 0.000 62 45.500 -1.575 0.000 63 46.000 -1.675 0.000 64 47.223 -1.700 0.000 65 48.000 -1.753 0.000 66 48.500 -1.774 0.000 67 49.500 -1.733 0.000 68 50.500 -1.826 0.000 69 22.500 -1.240 0.000 70 36.000 -1.468 0.000 71 36.374 -1.842 0.000 72 37.855 -3.323 0.000 73 38.092 -3.560 0.000 74 39.092 -3.560 0.000 75 39.334 -3.318 0.000 76 40.092 -2.560 0.000 77 40.786 -1.837 0.000 78 22.500 -2.840 0.000 79 29.500 -1.850 0.000 80 10.000 -3.668 0.000 81 22.500 -3.740 0.000 82 29.500 -3.350 0.000 83 50.500 -3.281 0.000 84 10.000 -4.765 0.000 85 22.500 -4.740 0.000 86 29.500 -4.550 0.000 87 50.500 -4.507 0.000 88 10.000 -5.733 0.000 89 22.500 -5.640 0.000 90 29.500 -5.750 0.000 91 50.500 -5.798 0.000 92 10.000 -8.040 0.000 93 50.500 -8.040 0.000 94 10.000 -8.500 0.000 95 50.500 -8.500 0.000 96 10.000 -12.000 0.000 97 50.500 -12.000 0.000 98 10.000 -12.700 0.000 99 50.500 -12.700 0.000 100 10.000 -25.000 0.000 101 50.500 -25.000 0.000 102 10.000 -0.430 0.000 103 17.900 -0.430 0.000 104 18.400 -0.440 0.000 105 23.787 -0.440 0.000 106 28.412 -1.563 0.000 107 37.091 -2.460 0.000 108 50.500 -2.460 0.000 109 10.000 -2.100 0.000 110 50.500 -2.100 0.000 111 10.000 -0.430 0.000 112 50.500 -1.090 0.000 113 28.911 -0.430 0.000 114 35.842 -1.090 0.000 [CURVES] 92 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 69 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 37 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 70 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 55 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 78 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 71 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 72 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 68 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 83 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 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 92 93 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 113 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 112 [BOUNDARIES] 13 - 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 1 - number of curves on boundary, next line(s) are curvenumbers 78 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 75 76 77 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 72 73 74 7 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 58 59 60 71 8 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 58 59 60 61 62 70 9 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 67 68 69 58 59 60 61 62 63 40 41 42 43 44 45 46 47 48 49 50 51 52 10 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 1 64 65 66 57 58 59 60 61 62 63 40 41 42 43 44 45 46 47 48 49 50 51 52 11 - Boundary number 43 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 53 54 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 55 56 57 58 59 60 61 62 63 40 41 42 43 44 45 46 47 48 49 50 51 52 12 - 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 55 56 57 58 59 60 61 62 63 40 41 42 43 44 45 46 47 48 49 50 51 52 [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] 3 - 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 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 90 91 92 [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 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, zandig ( > 16.5) 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 3 - Piezometric level line at top of layer 3 - 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 3 - 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 Klei, zandig ( > 16.5) 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 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 Veen kleiig < 300 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 Klei, humeus (12,5-14,4) 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] Vrouw Vennepolder - kadevak OR-3.49-005b Toetsing STBI - Hoogwater met verkeersbelasting PMS-waarden; DWP-5,19; B-5,10; 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] 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] 100 100 100 20 100 20 20 20 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 24.914 29.936 10 X-direction 1.639 5.629 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 19.24 21.74 = 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 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 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]