Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 9-12-2008 TIME : 14:14:13 FILENAME : P:\230277\03-Projecten\006 - ww25 - Polder de Noordplas (Jeroen)\Deel 1\ww25 - 00 - Algemeen\03 - Werkmap\06 Eenvoudige toets\MSTAB\25-32-27b\25-32-27b hoogwater met verkeer lab.sti CREATED BY : MStab version 9.10.7.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 10 = number of items [SOIL] Zand SoilColor=16575398 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] Klei zand SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.26 SoilGamWet=17.26 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=19.00 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] Klei humeus SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.69 SoilGamWet=13.69 SoilRestSlope=0 SoilCohesion=2.80 SoilPhi=12.60 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 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=1.00 SoilPhi=10.60 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=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.68 SoilGamWet=14.68 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=14.10 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] Veen kleiig SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.67 SoilGamWet=11.67 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] 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 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 Gws SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=8.00 SoilGamWet=8.00 SoilRestSlope=0 SoilCohesion=0.80 SoilPhi=11.60 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 veenig SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=7.50 SoilGamWet=7.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.90 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] 167 - Number of geometry points - 1 -28.773 -1.488 0.000 2 -28.246 -1.521 0.000 3 -27.718 -1.497 0.000 4 -27.190 -1.495 0.000 5 -26.663 -1.518 0.000 6 -26.135 -1.505 0.000 7 -25.607 -1.513 0.000 8 -25.079 -1.500 0.000 9 -24.552 -1.521 0.000 10 -24.024 -1.481 0.000 11 -23.496 -1.484 0.000 12 -22.968 -1.479 0.000 13 -22.441 -1.466 0.000 14 -21.913 -1.439 0.000 15 -21.385 -1.436 0.000 16 -20.857 -1.453 0.000 17 -20.330 -1.469 0.000 18 -19.802 -1.469 0.000 19 -19.274 -1.471 0.000 20 -18.746 -1.438 0.000 21 -18.219 -1.460 0.000 22 -17.691 -1.464 0.000 23 -17.163 -1.478 0.000 24 -16.635 -1.516 0.000 25 -16.108 -1.530 0.000 26 -15.580 -1.541 0.000 27 -15.052 -1.551 0.000 28 -14.524 -1.533 0.000 29 -13.997 -1.537 0.000 30 -13.469 -1.544 0.000 31 -12.941 -1.540 0.000 32 -12.414 -1.552 0.000 33 -11.886 -1.546 0.000 34 -11.358 -1.572 0.000 35 -10.830 -1.592 0.000 36 -10.303 -1.624 0.000 37 -9.775 -1.605 0.000 38 -9.247 -1.647 0.000 39 -8.719 -1.672 0.000 40 -8.192 -1.676 0.000 41 -7.664 -1.742 0.000 42 -7.136 -1.850 0.000 43 -6.608 -1.962 0.000 44 -6.081 -2.067 0.000 45 -4.581 -3.067 0.000 46 -3.442 -1.828 0.000 47 -2.914 -1.697 0.000 48 -2.386 -1.534 0.000 49 -1.859 -1.402 0.000 50 -1.331 -1.308 0.000 51 -0.803 -1.267 0.000 52 -0.276 -1.229 0.000 53 0.252 -1.236 0.000 54 0.780 -1.220 0.000 55 1.308 -1.240 0.000 56 1.835 -1.393 0.000 57 2.363 -1.536 0.000 58 2.891 -1.641 0.000 59 3.419 -1.705 0.000 60 3.946 -1.745 0.000 61 4.474 -1.782 0.000 62 5.002 -1.826 0.000 63 5.530 -1.960 0.000 64 6.057 -2.058 0.000 65 6.585 -2.145 0.000 66 7.113 -2.207 0.000 67 7.641 -2.273 0.000 68 8.168 -2.350 0.000 69 8.696 -2.434 0.000 70 9.224 -2.512 0.000 71 9.752 -2.617 0.000 72 10.279 -2.667 0.000 73 10.807 -2.722 0.000 74 11.335 -2.789 0.000 75 11.863 -2.841 0.000 76 12.390 -2.894 0.000 77 12.918 -2.995 0.000 78 13.446 -3.024 0.000 79 13.973 -3.098 0.000 80 14.501 -3.187 0.000 81 15.029 -3.241 0.000 82 15.557 -3.303 0.000 83 16.084 -3.382 0.000 84 16.612 -3.501 0.000 85 17.140 -3.540 0.000 86 17.668 -3.591 0.000 87 18.195 -3.702 0.000 88 18.723 -3.736 0.000 89 19.251 -3.810 0.000 90 19.779 -3.871 0.000 91 20.306 -3.902 0.000 92 20.834 -3.949 0.000 93 21.362 -3.947 0.000 94 21.890 -3.969 0.000 95 22.417 -3.985 0.000 96 22.945 -4.022 0.000 97 23.473 -4.014 0.000 98 24.001 -4.018 0.000 99 24.528 -4.013 0.000 100 25.056 -4.026 0.000 101 25.584 -4.046 0.000 102 26.112 -4.019 0.000 103 26.639 -3.978 0.000 104 27.167 -3.973 0.000 105 27.695 -3.945 0.000 106 28.222 -3.927 0.000 107 28.750 -3.906 0.000 108 29.278 -3.834 0.000 109 29.806 -3.757 0.000 110 30.333 -3.739 0.000 111 30.861 -3.743 0.000 112 31.389 -3.682 0.000 113 31.917 -3.661 0.000 114 32.444 -3.689 0.000 115 32.972 -3.684 0.000 116 33.500 -3.701 0.000 117 34.028 -3.754 0.000 118 34.555 -3.812 0.000 119 35.083 -3.826 0.000 120 35.611 -3.889 0.000 121 36.139 -3.904 0.000 122 36.666 -3.995 0.000 123 37.194 -4.035 0.000 124 37.722 -4.104 0.000 125 38.250 -4.119 0.000 126 38.777 -4.167 0.000 127 39.305 -4.164 0.000 128 39.833 -4.213 0.000 129 40.360 -4.250 0.000 130 40.888 -4.272 0.000 131 41.416 -4.328 0.000 132 41.944 -4.344 0.000 133 42.471 -4.314 0.000 134 42.999 -4.250 0.000 135 43.527 -4.164 0.000 136 44.055 -4.178 0.000 137 44.582 -4.128 0.000 138 45.110 -4.097 0.000 139 45.638 -4.116 0.000 140 46.166 -4.053 0.000 141 46.693 -4.060 0.000 142 47.221 -4.114 0.000 143 47.749 -4.061 0.000 144 48.277 -4.049 0.000 145 -28.773 -3.555 0.000 146 0.486 -2.700 0.000 147 -4.200 -2.696 0.000 148 -4.896 -2.857 0.000 149 -4.201 -2.696 0.000 150 -4.197 -2.696 0.000 151 -28.773 -4.600 0.000 152 0.486 -4.600 0.000 153 15.612 -4.400 0.000 154 48.277 -4.400 0.000 155 -28.773 -6.500 0.000 156 48.277 -6.500 0.000 157 -28.773 -11.500 0.000 158 48.277 -11.500 0.000 159 -28.773 -14.174 0.000 160 48.277 -14.174 0.000 161 -28.773 -1.720 0.000 162 -2.015 -1.720 0.000 163 1.433 -1.720 0.000 164 20.422 -4.406 0.000 165 48.277 -4.400 0.000 166 -28.773 -3.500 0.000 167 48.277 -3.500 0.000 [CURVES] 161 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 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 11 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 13 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 148 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 45 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 128 - 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 129 130 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 72 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 149 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 147 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 150 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 46 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 146 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 146 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 [BOUNDARIES] 7 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 156 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 155 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 154 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 151 152 153 4 - Boundary number 121 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 145 146 150 144 72 73 74 75 76 77 78 79 80 81 82 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0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [LAYERS] 6 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Klei zand 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 humeus 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 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 Veen 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 Zand 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 [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] STBI droogte met verkeersbelasting Labwaarden WW-25-32-027B B14,6 KR-BT DKM 14,6 STBI WW 25 Polder de Noordplas [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] 6 Number of layers 6 100 5 100 100 4 100 100 100 3 100 100 100 100 2 100 100 100 100 100 1 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 [CIRCLES] 4.047 14.047 15 X-direction 7.421 15.421 15 Y-direction -2.000 -6.000 15 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 Calamiteitenbelasting 13.00 = magnitude -1.18 1.32 = xstart and xend 45.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 8 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 6 - 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 [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]