Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 6-1-2011 TIME : 8:26:45 FILENAME : P:\230277\03-Projecten\023 - ww17 Nieuwe Driemanspolder zuidelijk deel\03 - Werkmap\08 Gedetailleerde toets\Mstab\WW-17-31-04A.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] 14 = 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] [SOIL] Veen > 300 GWS SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=8.00 SoilGamWet=8.00 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 > 300 Maaiveld SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=2.00 SoilGamWet=2.00 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 > 300 Overgangszone SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=4.50 SoilGamWet=4.50 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 GWS SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 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] Veen kleiig < 300 Maaivel SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=4.00 SoilGamWet=4.00 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] Veen kleiig < 300 Overgan SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=7.50 SoilGamWet=7.50 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 216 - Number of geometry points - 1 0.000 -0.626 0.000 2 0.500 -0.623 0.000 3 1.000 -0.654 0.000 4 1.500 -0.632 0.000 5 2.000 -0.659 0.000 6 2.500 -0.653 0.000 7 3.000 -0.632 0.000 8 3.500 -0.602 0.000 9 4.000 -0.629 0.000 10 4.500 -0.633 0.000 11 5.000 -0.613 0.000 12 5.500 -0.613 0.000 13 6.000 -0.624 0.000 14 6.500 -0.635 0.000 15 7.000 -0.630 0.000 16 7.500 -0.628 0.000 17 8.000 -0.642 0.000 18 8.500 -0.642 0.000 19 12.500 -0.579 0.000 20 13.000 -0.267 0.000 21 13.500 -0.266 0.000 22 14.000 -0.251 0.000 23 14.500 -0.282 0.000 24 15.000 -0.314 0.000 25 15.500 -0.304 0.000 26 16.000 -0.374 0.000 27 16.500 -0.478 0.000 28 17.000 -0.683 0.000 29 17.500 -0.790 0.000 30 18.000 -0.952 0.000 31 18.500 -1.086 0.000 32 19.000 -1.192 0.000 33 19.500 -1.368 0.000 34 20.000 -1.467 0.000 35 20.500 -1.562 0.000 36 21.000 -1.587 0.000 37 21.500 -1.630 0.000 38 22.000 -1.673 0.000 39 22.500 -1.651 0.000 40 23.000 -1.676 0.000 41 23.500 -1.675 0.000 42 24.000 -1.721 0.000 43 24.500 -1.748 0.000 44 25.000 -1.838 0.000 45 25.500 -1.858 0.000 46 26.000 -1.916 0.000 47 26.500 -1.973 0.000 48 27.000 -2.004 0.000 49 27.500 -2.054 0.000 50 28.000 -2.084 0.000 51 28.500 -2.167 0.000 52 29.000 -2.167 0.000 53 29.500 -2.294 0.000 54 30.000 -2.382 0.000 55 30.500 -2.419 0.000 56 31.000 -2.420 0.000 57 31.500 -2.444 0.000 58 32.000 -2.476 0.000 59 33.000 -2.499 0.000 60 33.500 -2.527 0.000 61 34.000 -2.556 0.000 62 34.500 -2.546 0.000 63 35.000 -2.574 0.000 64 35.500 -2.561 0.000 65 36.000 -2.557 0.000 66 36.500 -2.616 0.000 67 37.000 -2.629 0.000 68 37.500 -2.632 0.000 69 38.000 -2.644 0.000 70 38.500 -2.640 0.000 71 39.000 -2.659 0.000 72 39.500 -2.662 0.000 73 40.000 -2.680 0.000 74 40.500 -2.692 0.000 75 41.000 -2.701 0.000 76 41.500 -2.697 0.000 77 42.000 -2.700 0.000 78 42.500 -2.756 0.000 79 43.000 -2.797 0.000 80 43.500 -2.784 0.000 81 44.000 -2.743 0.000 82 44.500 -2.825 0.000 83 45.000 -2.826 0.000 84 45.500 -2.870 0.000 85 46.000 -3.068 0.000 86 46.500 -3.371 0.000 87 47.000 -3.669 0.000 88 47.500 -3.759 0.000 89 50.000 -3.996 0.000 90 50.500 -3.888 0.000 91 51.000 -3.655 0.000 92 51.500 -3.520 0.000 93 52.000 -3.413 0.000 94 52.500 -3.244 0.000 95 53.000 -3.244 0.000 96 53.500 -3.043 0.000 97 54.000 -2.926 0.000 98 54.500 -2.963 0.000 99 55.000 -2.964 0.000 100 55.500 -2.969 0.000 101 56.000 -2.961 0.000 102 56.500 -2.893 0.000 103 57.000 -2.970 0.000 104 57.500 -2.984 0.000 105 58.000 -3.011 0.000 106 58.500 -3.000 0.000 107 59.000 -3.035 0.000 108 59.500 -3.049 0.000 109 60.000 -3.073 0.000 110 60.500 -3.084 0.000 111 61.000 -3.050 0.000 112 61.500 -3.022 0.000 113 62.000 -3.014 0.000 114 62.500 -3.060 0.000 115 63.000 -3.115 0.000 116 63.500 -3.102 0.000 117 64.000 -3.088 0.000 118 64.500 -3.103 0.000 119 65.000 -3.132 0.000 120 65.500 -3.104 0.000 121 66.000 -3.109 0.000 122 66.500 -3.116 0.000 123 67.000 -3.137 0.000 124 67.500 -3.139 0.000 125 68.000 -3.142 0.000 126 68.500 -3.151 0.000 127 69.000 -3.098 0.000 128 69.500 -3.154 0.000 129 70.000 -3.139 0.000 130 70.500 -3.107 0.000 131 71.000 -3.155 0.000 132 71.500 -3.188 0.000 133 72.000 -3.129 0.000 134 72.500 -3.119 0.000 135 73.000 -3.184 0.000 136 73.500 -3.225 0.000 137 74.000 -3.167 0.000 138 74.500 -3.155 0.000 139 75.000 -3.199 0.000 140 75.500 -3.152 0.000 141 76.000 -3.210 0.000 142 76.500 -3.210 0.000 143 77.000 -3.200 0.000 144 77.500 -3.178 0.000 145 78.000 -3.160 0.000 146 78.500 -3.166 0.000 147 79.000 -3.172 0.000 148 79.500 -3.169 0.000 149 80.000 -3.135 0.000 150 80.500 -3.128 0.000 151 81.000 -3.173 0.000 152 81.500 -3.153 0.000 153 82.000 -3.151 0.000 154 82.500 -3.190 0.000 155 83.000 -3.196 0.000 156 83.500 -3.178 0.000 157 84.000 -3.120 0.000 158 84.500 -3.051 0.000 159 85.000 -3.167 0.000 160 85.500 -3.085 0.000 161 86.000 -3.086 0.000 162 86.500 -3.083 0.000 163 87.000 -3.147 0.000 164 87.500 -3.141 0.000 165 88.000 -3.127 0.000 166 88.500 -3.096 0.000 167 89.000 -3.048 0.000 168 89.500 -3.095 0.000 169 90.000 -3.052 0.000 170 90.500 -3.055 0.000 171 91.000 -3.073 0.000 172 91.500 -3.103 0.000 173 92.000 -3.089 0.000 174 92.500 -3.086 0.000 175 93.000 -3.076 0.000 176 93.500 -3.044 0.000 177 94.000 -3.094 0.000 178 0.000 -1.380 0.000 179 0.000 -0.880 0.000 180 0.000 -1.680 0.000 181 15.000 -1.680 0.000 182 31.000 -2.460 0.000 183 94.000 -2.460 0.000 184 19.561 -1.380 0.000 185 17.778 -0.880 0.000 186 31.750 -2.460 0.000 187 32.444 -2.460 0.000 188 32.524 -2.460 0.000 189 0.000 -4.080 0.000 190 15.000 -4.080 0.000 191 31.000 -4.760 0.000 192 94.000 -4.760 0.000 193 0.000 -5.780 0.000 194 15.000 -5.780 0.000 195 31.000 -5.360 0.000 196 94.000 -5.360 0.000 197 31.000 -6.260 0.000 198 94.000 -6.260 0.000 199 31.000 -6.660 0.000 200 94.000 -6.660 0.000 201 0.000 -9.600 0.000 202 94.000 -9.600 0.000 203 0.000 -10.000 0.000 204 94.000 -10.000 0.000 205 0.000 -25.000 0.000 206 94.000 -25.000 0.000 207 0.000 -0.310 0.000 208 94.000 -4.000 0.000 209 0.000 -3.450 0.000 210 94.000 -3.450 0.000 211 12.996 -0.310 0.000 212 13.245 -0.460 0.000 213 15.535 -0.456 0.000 214 28.000 -2.800 0.000 215 18.000 -1.669 0.000 216 37.097 -4.000 0.000 [CURVES] 207 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 184 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 185 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 180 181 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 182 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 182 186 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 187 188 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 185 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 185 30 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 184 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 184 34 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 186 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 186 58 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 187 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 188 59 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 169 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 170 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 171 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 172 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 173 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 174 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 175 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 176 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 177 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 178 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 179 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 180 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 171 181 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 182 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 173 183 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 174 184 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 185 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 186 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 187 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 189 190 188 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 191 189 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 191 192 190 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 193 194 191 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 194 195 192 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 195 196 193 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 194 197 194 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 197 198 195 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 194 199 196 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 199 200 197 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 201 202 198 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 203 204 199 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 205 206 200 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 209 210 201 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 207 211 202 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 211 212 203 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 212 213 204 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 213 215 205 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 215 214 206 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 214 216 207 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 216 208 [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 199 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 198 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 197 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 190 195 196 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 190 193 194 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 190 191 192 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 187 188 189 7 - Boundary number 125 - number of curves on boundary, next line(s) are curvenumbers 3 4 5 66 67 6 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 8 - Boundary number 148 - number of curves on boundary, next line(s) are curvenumbers 1 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 6 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 9 - Boundary number 153 - number of curves on boundary, next line(s) are curvenumbers 2 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 6 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 10 - Boundary number 181 - number of curves on boundary, next line(s) are curvenumbers 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 6 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 11 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 11 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 11 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 201 202 203 204 205 206 207 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 200 [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [LAYERS] 10 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 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 Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Veen > 300 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 kleiig < 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 Klei zandig 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 siltig 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 Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] WW-17-31-04A, ND-polder, DWP_13,65 Toetsing STBI, Hoogwater met belasting Boring WW-17-B13,5KR/BT [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 10 Number of layers 10 100 9 100 100 8 100 100 100 7 100 100 100 100 6 100 100 100 100 100 5 100 100 100 100 100 100 4 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 20 20 20 20 20 20 20 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 17.478 26.729 10 X-direction 1.317 9.572 10 Y-direction -2.000 -6.000 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 VB 5.00 = magnitude 13.24 15.74 = 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] 10 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 10 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [END OF INPUT FILE]