Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Witteveen+Bos LICENSE : Unknown DATE : 08-12-2010 TIME : 18:01:59 FILENAME : C:\Documents and Settings\Lanj3\Desktop\ZL429-1\deel 2 geometries\10Z_157_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] klei antropogeen SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.90 SoilGamWet=18.30 SoilRestSlope=0 SoilCohesion=5.00 SoilPhi=23.80 SoilDilatancy=23.80 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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 los SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=19.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=26.70 SoilDilatancy=26.70 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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 Holland (naast) SoilColor=16512 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.30 SoilGamWet=10.50 SoilRestSlope=0 SoilCohesion=0.80 SoilPhi=14.70 SoilDilatancy=14.70 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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] WL_zand SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=28.50 SoilDilatancy=28.50 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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 duinkerke SoilColor=32768 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.70 SoilGamWet=16.20 SoilRestSlope=0 SoilCohesion=3.00 SoilPhi=21.00 SoilDilatancy=21.00 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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 Holland (onder) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.30 SoilGamWet=10.50 SoilRestSlope=0 SoilCohesion=8.00 SoilPhi=24.70 SoilDilatancy=24.70 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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 Holland (naast) (0) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.30 SoilGamWet=10.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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 duinkerke (0) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.70 SoilGamWet=16.20 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 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=0.01 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 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] 43 - Number of geometry points - 1 78.660 -0.500 0.000 2 0.000 -0.500 0.000 3 0.000 -0.600 0.000 4 8.013 -0.500 0.000 5 12.020 -0.450 0.000 6 23.780 -0.250 0.000 7 25.320 -0.420 0.000 8 25.393 -0.500 0.000 9 25.990 -1.150 0.000 10 27.250 -1.170 0.000 11 27.920 -0.500 0.000 12 28.210 -0.210 0.000 13 29.400 0.150 0.000 14 57.820 0.030 0.000 15 59.420 -0.030 0.000 16 62.380 -0.150 0.000 17 62.430 -0.500 0.000 18 62.520 -1.130 0.000 19 64.160 -1.550 0.000 20 65.940 -1.570 0.000 21 68.350 -1.450 0.000 22 72.280 -1.130 0.000 23 72.371 -0.500 0.000 24 72.420 -0.160 0.000 25 74.760 0.320 0.000 26 78.660 0.460 0.000 27 0.000 0.422 0.000 28 30.219 0.381 0.000 29 56.276 0.345 0.000 30 0.000 -2.000 0.000 31 34.595 -2.000 0.000 32 56.000 -2.000 0.000 33 62.518 -2.000 0.000 34 0.000 -4.000 0.000 35 34.595 -4.000 0.000 36 56.000 -4.000 0.000 37 62.512 -4.000 0.000 38 72.275 -2.000 0.000 39 72.263 -4.000 0.000 40 78.660 -2.000 0.000 41 78.660 -4.000 0.000 42 0.000 -10.000 0.000 43 78.660 -10.000 0.000 [CURVES] 45 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 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 28 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 14 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 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 18 19 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 25 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 17 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 18 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 31 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 32 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 33 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 38 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 22 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 39 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 40 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 41 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 [BOUNDARIES] 13 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 45 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 33 35 37 41 44 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 33 35 37 41 42 43 3 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 33 35 37 41 42 40 21 22 23 24 4 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 33 35 37 38 39 40 21 22 23 24 5 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 33 35 37 38 32 17 18 19 20 21 22 23 24 6 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 33 35 36 31 32 17 18 19 20 21 22 23 24 7 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 33 34 30 31 32 17 18 19 20 21 22 23 24 8 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 29 30 31 32 17 18 19 20 21 22 23 24 9 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 28 16 17 18 19 20 21 22 23 24 10 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 26 12 13 14 15 16 17 18 19 20 21 22 23 24 11 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 26 27 24 12 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 25 26 27 24 [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] 0 - Number of piezometric level lines - [PHREATIC LINE] 0 - 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 WL_zand 0 - Piezometric level line at top of layer 0 - 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 veen Holland (naast) 0 - Piezometric level line at top of layer 0 - 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 duinkerke 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer veen Holland (naast) (0) 0 - Piezometric level line at top of layer 0 - 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 duinkerke (0) 0 - Piezometric level line at top of layer 0 - 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 Holland (naast) 0 - Piezometric level line at top of layer 0 - 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 Holland (onder) 0 - Piezometric level line at top of layer 0 - 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 Holland (naast) 0 - Piezometric level line at top of layer 0 - 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 duinkerke 0 - Piezometric level line at top of layer 0 - 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 antropogeen 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer klei duinkerke 0 - Piezometric level line at top of layer 0 - 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 duinkerke 0 - Piezometric level line at top of layer 0 - 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] Dwarsprofiel P10_154 Binnenwaartse stabiliteit [STBI] Km 10-15,2 [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 0 0 0 0 0 0 0 0 0 100 100 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] 55.556 62.691 10 X-direction 9.696 16.445 10 Y-direction 1.000 -5.000 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items verkeer 15.00 = magnitude 45.00 47.50 = 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] 6 [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 0.00 = 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 1 1 = 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 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 99 = 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 0.00 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=0 ProbCalculationType=2 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=0.20 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]