Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : Unknown DATE : 6-7-2009 TIME : 13:39:49 FILENAME : P:\230277\03-Projecten\004 - ww678 Grote Polder & Westbroekpolder (Jeroen)\03 - Werkmap\06 eenvoudige toets\Mstab\STBI\Dataset Rijnland\WW-07-31-03A\DP15,67F nat, met verkeersbelasting weg kade.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] 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=23.90 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] 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=12.60 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] 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=26.70 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] 177 - Number of geometry points - 1 -48.905 -1.631 0.000 2 -48.283 -1.645 0.000 3 -47.661 -1.631 0.000 4 -47.039 -1.634 0.000 5 -46.416 -1.630 0.000 6 -45.794 -1.634 0.000 7 -45.172 -1.652 0.000 8 -44.496 -1.660 0.000 9 -44.096 -1.656 0.000 10 -43.656 -1.652 0.000 11 -42.852 -1.652 0.000 12 -42.816 -1.652 0.000 13 -42.230 -1.651 0.000 14 -41.608 -1.646 0.000 15 -40.985 -1.626 0.000 16 -40.363 -1.631 0.000 17 -39.741 -1.640 0.000 18 -39.119 -1.631 0.000 19 -38.497 -1.645 0.000 20 -37.875 -1.661 0.000 21 -37.253 -1.631 0.000 22 -36.630 -1.653 0.000 23 -36.008 -1.622 0.000 24 -35.386 -1.617 0.000 25 -34.764 -1.617 0.000 26 -34.142 -1.618 0.000 27 -33.520 -1.603 0.000 28 -32.897 -1.574 0.000 29 -32.275 -1.553 0.000 30 -31.653 -1.550 0.000 31 -31.031 -1.542 0.000 32 -30.409 -1.522 0.000 33 -29.787 -1.552 0.000 34 -29.165 -1.508 0.000 35 -28.542 -1.530 0.000 36 -27.920 -1.493 0.000 37 -27.298 -1.415 0.000 38 -26.676 -1.421 0.000 39 -26.054 -1.373 0.000 40 -25.432 -1.337 0.000 41 -24.810 -1.352 0.000 42 -24.187 -1.296 0.000 43 -23.565 -1.263 0.000 44 -22.943 -1.265 0.000 45 -22.321 -1.229 0.000 46 -21.699 -1.239 0.000 47 -21.077 -0.895 0.000 48 -20.455 -0.706 0.000 49 -19.832 -0.474 0.000 50 -19.210 -0.345 0.000 51 -18.588 -0.283 0.000 52 -17.966 -0.219 0.000 53 -17.344 -0.211 0.000 54 -16.722 -0.186 0.000 55 -16.100 -0.193 0.000 56 -15.477 -0.194 0.000 57 -14.855 -0.187 0.000 58 -14.233 -0.212 0.000 59 -13.611 -0.200 0.000 60 -12.989 -0.253 0.000 61 -12.367 -0.311 0.000 62 -11.744 -0.383 0.000 63 -11.122 -0.422 0.000 64 -10.500 -0.621 0.000 65 -9.886 -1.065 0.000 66 -9.185 -1.260 0.000 67 -8.639 -1.572 0.000 68 -7.785 -1.881 0.000 69 -7.010 -1.980 0.000 70 -6.853 -2.000 0.000 71 -6.732 -1.980 0.000 72 -5.677 -1.805 0.000 73 -5.131 -1.728 0.000 74 -4.546 -1.572 0.000 75 -4.078 -1.611 0.000 76 -3.416 -1.221 0.000 77 -2.831 -1.143 0.000 78 -1.244 -0.403 0.000 79 -0.622 -0.063 0.000 80 -0.006 0.038 0.000 81 0.622 0.026 0.000 82 1.245 -0.051 0.000 83 1.867 -0.313 0.000 84 2.489 -0.566 0.000 85 3.111 -0.864 0.000 86 3.733 -1.125 0.000 87 4.355 -1.267 0.000 88 4.977 -1.328 0.000 89 5.600 -1.321 0.000 90 6.222 -1.334 0.000 91 6.844 -1.393 0.000 92 7.466 -1.353 0.000 93 8.088 -1.356 0.000 94 8.710 -1.367 0.000 95 9.333 -1.419 0.000 96 9.955 -1.390 0.000 97 10.577 -1.444 0.000 98 11.199 -1.436 0.000 99 11.821 -1.427 0.000 100 12.443 -1.356 0.000 101 13.065 -1.380 0.000 102 13.688 -1.373 0.000 103 14.310 -1.388 0.000 104 14.932 -1.421 0.000 105 15.554 -1.394 0.000 106 16.176 -1.394 0.000 107 16.798 -1.454 0.000 108 17.420 -1.495 0.000 109 18.043 -1.562 0.000 110 18.665 -1.647 0.000 111 19.287 -1.772 0.000 112 20.000 -1.866 0.000 113 -50.000 -1.637 0.000 114 -21.159 -0.940 0.000 115 -50.000 -1.980 0.000 116 0.000 -1.980 0.000 117 1.000 -1.980 0.000 118 7.000 -2.190 0.000 119 8.000 -2.190 0.000 120 20.000 -2.190 0.000 121 -50.000 -4.730 0.000 122 0.000 -4.730 0.000 123 1.000 -4.730 0.000 124 7.000 -4.390 0.000 125 8.000 -4.390 0.000 126 20.000 -4.390 0.000 127 -50.000 -4.880 0.000 128 0.000 -4.880 0.000 129 1.000 -4.880 0.000 130 7.000 -4.590 0.000 131 8.000 -4.590 0.000 132 20.000 -4.590 0.000 133 -50.000 -8.300 0.000 134 0.000 -8.300 0.000 135 1.000 -8.300 0.000 136 7.000 -8.300 0.000 137 8.000 -8.300 0.000 138 20.000 -8.300 0.000 139 -50.000 -9.500 0.000 140 0.000 -9.500 0.000 141 1.000 -9.500 0.000 142 7.000 -9.500 0.000 143 8.000 -9.500 0.000 144 20.000 -9.500 0.000 145 -50.000 -12.400 0.000 146 0.000 -12.400 0.000 147 1.000 -12.400 0.000 148 7.000 -12.400 0.000 149 8.000 -12.400 0.000 150 20.000 -12.400 0.000 151 -50.000 -12.800 0.000 152 0.000 -12.800 0.000 153 1.000 -12.800 0.000 154 7.000 -12.800 0.000 155 8.000 -12.800 0.000 156 20.000 -12.800 0.000 157 -50.000 -15.000 0.000 158 0.000 -15.000 0.000 159 1.000 -15.000 0.000 160 7.000 -15.000 0.000 161 8.000 -15.000 0.000 162 20.000 -15.000 0.000 163 -50.000 -15.301 0.000 164 20.000 -15.301 0.000 165 -50.000 -1.957 0.000 166 -2.086 -0.430 0.000 167 -1.299 -0.430 0.000 168 1.012 -0.425 0.000 169 2.056 -0.844 0.000 170 5.130 -1.488 0.000 171 6.844 -1.538 0.000 172 20.000 -2.050 0.000 173 -50.000 -2.300 0.000 174 20.000 -2.300 0.000 175 -17.410 -0.430 0.000 176 -21.613 -1.416 0.000 177 -31.369 -1.710 0.000 [CURVES] 166 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 1 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 114 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 47 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 69 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 116 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 171 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 174 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 166 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 175 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 177 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 176 [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 155 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 150 151 152 153 154 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 145 146 147 148 149 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 140 141 142 143 144 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 135 136 137 138 139 5 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 130 131 132 133 134 6 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 125 126 127 128 129 7 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 120 121 122 123 124 8 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 113 5 6 114 115 116 117 118 9 - Boundary number 44 - number of curves on boundary, next line(s) are curvenumbers 113 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 10 - Boundary number 113 - number of curves on boundary, next line(s) are curvenumbers 48 49 50 51 52 53 54 55 56 57 58 119 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 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 46 47 [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 10 - number of curves on PlLine, next line(s) are curvenumbers 165 166 164 163 156 157 158 159 160 161 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 162 [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 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Pleistoceen zand 2 - 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 Basisveen 1 - Piezometric level line at top of layer 2 - 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 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 >300 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, humeus 13-14 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 Veen >300 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, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer Klei, humeus 13-14 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] Grote en Westbroekpolder - kadevak 07-31-03A1 Toetsing STBI, hoogwater met verkeersbelasting Profiel 15,67F Boring 0,6Kr/Bt, Sondering 0,6Kr [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 20 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] -24.286 -18.786 15 X-direction 3.193 7.193 15 Y-direction -0.500 -4.000 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 Verkeersbelasting 13.00 = magnitude -16.44 -13.94 = 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 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]