Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 24-2-2010 TIME : 11:30:58 FILENAME : P:\230277\03-Projecten\046 - WW27 Binnenpolder\03 - Werkmap\06 Eenvoudige toets\Mstab\WW-27-32-01A\WW-27-32-01A_STBI_hoogwater_met_belasting.sti CREATED BY : MStab version 9.10.8.6 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 8 = number of items [SOIL] Veen >300 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=11.40 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=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=13.40 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 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=14.80 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, siltig 15-16 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.40 SoilGamWet=15.40 SoilRestSlope=0 SoilCohesion=2.70 SoilPhi=17.90 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] [SOIL] Klei, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=1.70 SoilPhi=24.40 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=12.20 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] Pleistoceen zand SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 181 - Number of geometry points - 1 -10.000 -1.700 0.000 2 -5.000 -1.700 0.000 3 -3.780 -1.700 0.000 4 -2.500 -0.850 0.000 5 -2.000 -0.790 0.000 6 -1.500 -0.760 0.000 7 -1.000 -0.540 0.000 8 -0.500 -0.190 0.000 9 0.000 -0.240 0.000 10 0.500 -0.270 0.000 11 1.000 -0.270 0.000 12 1.500 -0.500 0.000 13 2.000 -0.780 0.000 14 2.500 -0.990 0.000 15 3.000 -1.050 0.000 16 3.500 -1.080 0.000 17 4.000 -1.070 0.000 18 4.500 -1.110 0.000 19 5.000 -1.110 0.000 20 5.500 -1.180 0.000 21 6.000 -1.190 0.000 22 6.500 -1.210 0.000 23 7.000 -1.250 0.000 24 7.500 -1.280 0.000 25 8.000 -1.280 0.000 26 8.500 -1.330 0.000 27 9.000 -1.350 0.000 28 9.500 -1.360 0.000 29 10.000 -1.580 0.000 30 10.500 -1.910 0.000 31 11.000 -2.090 0.000 32 12.190 -3.280 0.000 33 18.010 -3.280 0.000 34 19.000 -2.290 0.000 35 19.500 -2.300 0.000 36 20.000 -2.300 0.000 37 20.500 -2.300 0.000 38 21.000 -2.290 0.000 39 21.500 -2.270 0.000 40 22.000 -2.270 0.000 41 22.500 -2.280 0.000 42 23.000 -2.290 0.000 43 23.500 -2.280 0.000 44 24.000 -2.280 0.000 45 24.500 -2.270 0.000 46 25.000 -2.290 0.000 47 25.500 -2.270 0.000 48 26.000 -2.280 0.000 49 26.500 -2.290 0.000 50 27.000 -2.280 0.000 51 27.500 -2.280 0.000 52 28.000 -2.290 0.000 53 28.500 -2.290 0.000 54 29.000 -2.290 0.000 55 29.500 -2.260 0.000 56 30.000 -2.290 0.000 57 30.500 -2.280 0.000 58 31.000 -2.280 0.000 59 31.500 -2.290 0.000 60 32.000 -2.290 0.000 61 32.500 -2.300 0.000 62 33.000 -2.280 0.000 63 33.500 -2.280 0.000 64 34.000 -2.267 0.000 65 34.500 -2.291 0.000 66 35.000 -2.291 0.000 67 35.500 -2.300 0.000 68 36.000 -2.289 0.000 69 36.500 -2.292 0.000 70 37.000 -2.291 0.000 71 37.500 -2.282 0.000 72 38.000 -2.277 0.000 73 38.500 -2.294 0.000 74 39.000 -2.276 0.000 75 39.500 -2.292 0.000 76 40.000 -2.288 0.000 77 40.500 -2.285 0.000 78 41.000 -2.292 0.000 79 41.500 -2.293 0.000 80 42.000 -2.290 0.000 81 42.500 -2.284 0.000 82 43.000 -2.283 0.000 83 43.500 -2.269 0.000 84 44.000 -2.289 0.000 85 44.500 -2.284 0.000 86 45.000 -2.281 0.000 87 45.500 -2.285 0.000 88 46.000 -2.285 0.000 89 46.500 -2.308 0.000 90 47.000 -2.291 0.000 91 47.500 -2.286 0.000 92 48.000 -2.297 0.000 93 48.500 -2.296 0.000 94 49.000 -2.304 0.000 95 49.500 -2.295 0.000 96 50.000 -2.295 0.000 97 50.500 -2.275 0.000 98 51.000 -2.289 0.000 99 51.500 -2.310 0.000 100 52.000 -2.279 0.000 101 52.500 -2.291 0.000 102 53.000 -2.284 0.000 103 53.500 -2.281 0.000 104 54.000 -2.281 0.000 105 54.500 -2.288 0.000 106 55.000 -2.286 0.000 107 55.500 -2.301 0.000 108 56.000 -2.265 0.000 109 56.500 -2.288 0.000 110 57.000 -2.269 0.000 111 57.500 -2.281 0.000 112 58.000 -2.286 0.000 113 58.500 -2.290 0.000 114 59.000 -2.284 0.000 115 59.500 -2.296 0.000 116 60.000 -2.278 0.000 117 60.500 -2.287 0.000 118 61.000 -2.287 0.000 119 61.500 -2.300 0.000 120 62.000 -2.302 0.000 121 62.500 -2.299 0.000 122 63.000 -2.299 0.000 123 63.500 -2.305 0.000 124 64.000 -2.296 0.000 125 64.500 -2.283 0.000 126 65.000 -2.283 0.000 127 65.500 -2.288 0.000 128 66.000 -2.302 0.000 129 66.500 -2.279 0.000 130 67.000 -2.303 0.000 131 67.500 -2.307 0.000 132 68.000 -2.299 0.000 133 68.500 -2.271 0.000 134 69.000 -2.293 0.000 135 69.500 -2.295 0.000 136 70.000 -2.295 0.000 137 70.500 -2.291 0.000 138 71.000 -2.298 0.000 139 71.500 -2.325 0.000 140 72.000 -2.312 0.000 141 72.500 -2.289 0.000 142 73.000 -2.256 0.000 143 73.500 -2.287 0.000 144 74.000 -2.285 0.000 145 74.500 -2.273 0.000 146 75.000 -2.304 0.000 147 75.500 -2.334 0.000 148 -10.000 -2.750 0.000 149 0.000 -2.750 0.000 150 9.000 -1.950 0.000 151 75.500 -1.950 0.000 152 10.611 -1.950 0.000 153 -10.000 -4.250 0.000 154 0.000 -4.250 0.000 155 9.000 -4.350 0.000 156 75.500 -4.350 0.000 157 -10.000 -5.250 0.000 158 0.000 -5.250 0.000 159 9.000 -5.350 0.000 160 75.500 -5.350 0.000 161 -10.000 -9.600 0.000 162 75.500 -9.600 0.000 163 -10.000 -10.200 0.000 164 75.500 -10.200 0.000 165 -10.000 -10.600 0.000 166 75.500 -10.600 0.000 167 -10.000 -20.000 0.000 168 75.500 -20.000 0.000 169 -10.000 -0.700 0.000 170 75.500 -2.220 0.000 171 -1.324 -0.700 0.000 172 -0.746 -0.960 0.000 173 0.995 -0.960 0.000 174 10.821 -2.220 0.000 175 2.732 -1.369 0.000 176 -10.000 -3.000 0.000 177 75.500 -3.000 0.000 178 -10.000 -0.700 0.000 179 0.000 -0.700 0.000 180 15.238 -1.890 0.000 181 75.500 -1.890 0.000 [CURVES] 170 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 152 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 152 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 31 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 156 - 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 163 164 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 171 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 173 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 170 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 175 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 174 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 179 169 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 180 170 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 180 181 [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 160 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 159 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 158 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 157 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 154 155 156 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 151 152 153 6 - Boundary number 120 - number of curves on boundary, next line(s) are curvenumbers 1 3 2 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 7 - Boundary number 147 - number of curves on boundary, next line(s) are curvenumbers 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 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 8 - 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 [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 0 0 0 0 0 0 0 0 [PIEZO LINES] 3 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 161 162 163 165 166 164 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 167 3 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 168 169 170 [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] 7 - 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 Zand 3 - Piezometric level line at top of layer 3 - 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 >17 1 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Zand 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 Klei, zandig >17 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 Klei, siltig 15-16 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 [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Binnenpolder, WW-27-32-01A STBI, hoogwater met belasting Profiel 03,29 - gedetailleerde toets [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] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 1 capillary water included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] 1.978 11.820 5 X-direction 3.138 7.591 5 Y-direction -1.480 -3.823 5 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 5.00 = magnitude -0.88 1.62 = 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] 3.00 [m] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 10 [LIFT SLIP DATA] 2.135 7.080 15 X-direction Left 2.154 5.451 10 Y-direction Left 9.058 10.706 5 X-direction Right 1.659 3.308 5 Y-direction Right -4.850 -3.850 3 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 3 Number of tangentlines -4.850 -4.350 -3.850 [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 7 - Number of layers 2 2 = Pl-top and pl-bottom 1 2 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [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]