Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 20-10-2010 TIME : 9:05:16 FILENAME : P:\230277\03-Projecten\040 - OR3.46 Vlietpolder\03 - Werkmap\08 Gedetailleerde toets\MStab\Totaal\010A_STBI_hoogwater_metVB.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=16777215 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=5953498 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 SoilColor=10944420 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 SoilColor=9094655 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 SoilColor=12171263 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=9276906 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=9211020 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 zand SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 142 - Number of geometry points - 1 66.800 -3.630 0.000 2 65.800 -3.630 0.000 3 0.000 -4.000 0.000 4 4.200 -4.000 0.000 5 4.939 -3.750 0.000 6 5.826 -3.450 0.000 7 18.000 -3.450 0.000 8 56.500 -2.680 0.000 9 18.000 -3.750 0.000 10 56.500 -2.780 0.000 11 64.453 -2.680 0.000 12 64.595 -2.780 0.000 13 9.077 -2.350 0.000 14 12.032 -1.350 0.000 15 13.805 -0.750 0.000 16 14.500 -0.515 0.000 17 15.000 -0.568 0.000 18 15.500 -0.453 0.000 19 16.000 -0.439 0.000 20 16.500 -0.428 0.000 21 17.000 -0.376 0.000 22 17.500 -0.364 0.000 23 18.000 -0.390 0.000 24 18.500 -0.407 0.000 25 19.000 -0.470 0.000 26 19.500 -0.490 0.000 27 20.000 -0.497 0.000 28 20.500 -0.555 0.000 29 21.000 -0.549 0.000 30 21.500 -0.547 0.000 31 22.000 -0.557 0.000 32 22.500 -0.565 0.000 33 23.000 -0.595 0.000 34 23.500 -0.577 0.000 35 24.000 -0.612 0.000 36 24.500 -0.596 0.000 37 25.000 -0.607 0.000 38 25.500 -0.607 0.000 39 26.000 -0.586 0.000 40 27.500 -0.596 0.000 41 28.500 -0.627 0.000 42 29.500 -0.599 0.000 43 31.500 -0.450 0.000 44 32.000 -0.569 0.000 45 32.500 -0.610 0.000 46 33.000 -0.689 0.000 47 33.500 -0.796 0.000 48 34.000 -0.823 0.000 49 34.500 -0.885 0.000 50 35.000 -0.944 0.000 51 35.500 -0.966 0.000 52 36.000 -1.033 0.000 53 36.500 -1.033 0.000 54 37.000 -1.062 0.000 55 37.500 -1.112 0.000 56 38.000 -1.174 0.000 57 38.500 -1.247 0.000 58 39.000 -1.266 0.000 59 39.500 -1.328 0.000 60 40.000 -1.353 0.000 61 40.500 -1.414 0.000 62 41.000 -1.427 0.000 63 41.500 -1.444 0.000 64 42.000 -1.474 0.000 65 42.500 -1.474 0.000 66 43.000 -1.503 0.000 67 43.500 -1.544 0.000 68 44.000 -1.598 0.000 69 44.500 -1.589 0.000 70 45.000 -1.638 0.000 71 45.500 -1.636 0.000 72 46.000 -1.649 0.000 73 46.500 -1.651 0.000 74 47.000 -1.680 0.000 75 47.500 -1.724 0.000 76 48.000 -1.752 0.000 77 48.500 -1.761 0.000 78 49.000 -1.788 0.000 79 49.500 -1.819 0.000 80 49.922 -1.853 0.000 81 50.000 -1.859 0.000 82 50.500 -1.882 0.000 83 50.628 -1.877 0.000 84 54.512 -2.011 0.000 85 55.000 -2.102 0.000 86 55.500 -2.089 0.000 87 56.000 -2.077 0.000 88 56.192 -2.069 0.000 89 56.500 -2.080 0.000 90 58.111 -2.080 0.000 91 58.500 -2.094 0.000 92 59.000 -2.094 0.000 93 59.500 -2.101 0.000 94 60.000 -2.099 0.000 95 60.500 -2.086 0.000 96 61.000 -2.109 0.000 97 63.500 -2.281 0.000 98 64.000 -2.361 0.000 99 70.000 -2.414 0.000 100 18.000 -0.750 0.000 101 64.169 -2.480 0.000 102 18.000 -1.350 0.000 103 56.500 -2.480 0.000 104 18.000 -2.350 0.000 105 68.044 -2.780 0.000 106 68.598 -2.402 0.000 107 68.484 -2.480 0.000 108 68.191 -2.680 0.000 109 70.000 -2.480 0.000 110 70.000 -2.680 0.000 111 70.000 -2.780 0.000 112 0.000 -6.350 0.000 113 18.000 -6.350 0.000 114 56.500 -5.480 0.000 115 70.000 -5.480 0.000 116 0.000 -6.850 0.000 117 18.000 -6.850 0.000 118 56.500 -5.980 0.000 119 70.000 -5.980 0.000 120 0.000 -8.350 0.000 121 18.000 -8.350 0.000 122 56.500 -7.280 0.000 123 70.000 -7.280 0.000 124 0.000 -8.650 0.000 125 18.000 -8.650 0.000 126 56.500 -7.880 0.000 127 70.000 -7.880 0.000 128 0.000 -10.700 0.000 129 70.000 -10.700 0.000 130 0.000 -11.700 0.000 131 70.000 -11.700 0.000 132 0.000 -21.680 0.000 133 70.000 -21.843 0.000 134 0.000 -0.360 0.000 135 70.000 -2.630 0.000 136 32.095 -0.989 0.000 137 14.803 -0.360 0.000 138 45.000 -2.630 0.000 139 0.000 -2.400 0.000 140 70.000 -2.400 0.000 141 0.000 -0.360 0.000 142 70.000 -0.360 0.000 [CURVES] 136 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 1 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 11 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 12 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 2 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 105 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 108 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 107 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 106 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 13 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 99 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 100 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 80 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 101 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 102 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 101 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 104 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 103 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 11 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 109 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 110 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 111 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 137 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 136 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 138 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 135 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 [BOUNDARIES] 16 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 130 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 129 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 128 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 125 126 127 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 122 123 124 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 119 120 121 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 116 117 118 7 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 2 3 8 9 10 12 1 13 115 8 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 2 3 8 9 10 12 1 13 14 114 9 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 3 8 9 10 12 1 13 14 15 113 10 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 8 9 10 12 1 13 14 15 16 103 11 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 6 7 11 12 1 13 14 15 16 103 12 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 17 110 111 109 112 11 12 1 13 14 15 16 103 13 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 17 18 107 108 109 112 11 12 1 13 14 15 16 103 14 - Boundary number 36 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 17 18 19 104 105 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 106 112 11 12 1 13 14 15 16 103 15 - Boundary number 99 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 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 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 106 112 11 12 1 13 14 15 16 103 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 16 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 16 - 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 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 16 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 3 - Number of piezometric level lines - 1 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 131 132 133 134 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 135 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 136 [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] 15 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Basisveen 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Veen > 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Veen kleiig < 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Veen > 300 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 Zand 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 Veen kleiig < 300 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 siltig 3 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer Zand 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer Veen kleiig < 300 1 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - 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 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] OR-3.46-010A Vlietpolder, DWP0.8 Toetsing STBI, hoogwater met belasting Boring OR-3.46-B01BT/KR [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] 15 Number of layers 15 100 14 100 100 13 100 100 100 12 100 100 100 100 11 100 100 100 100 100 10 100 100 100 100 100 100 9 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 20 20 20 20 20 100 20 20 100 20 100 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 36.220 42.391 10 X-direction 6.125 11.274 10 Y-direction -4.431 -7.431 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 Verkeersbelasting 5.00 = magnitude 29.00 31.50 = 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] 12 [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 15 - 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 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]