Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : Grontmij LICENSE : DATE : 21-5-2008 TIME : 10:52:15 FILENAME : P:\230277\03-Projecten\004 - ww678 Grote Polder & Westbroekpolder (Jeroen)\03 - Werkmap\06 eenvoudige toets\Mstab\STBI\WW-07-31-01A\DP1480F nat, met verkeersbelasting.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=1.20 SoilPhi=14.40 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=11.40 SoilGamWet=11.40 SoilRestSlope=0 SoilCohesion=1.40 SoilPhi=15.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei, humeus 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=3.10 SoilPhi=19.10 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] Klei, siltig 15-16 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.80 SoilGamWet=15.80 SoilRestSlope=0 SoilCohesion=3.80 SoilPhi=24.80 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, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=1.50 SoilPhi=29.90 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] 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] 168 - Number of geometry points - 1 -22.228 0.017 0.000 2 -21.466 -0.082 0.000 3 -20.921 -0.379 0.000 4 -20.916 -0.600 0.000 5 -20.908 -0.869 0.000 6 -20.153 -1.201 0.000 7 -19.451 -1.468 0.000 8 -18.766 -1.544 0.000 9 -17.987 -1.716 0.000 10 -17.253 -1.858 0.000 11 -16.552 -1.975 0.000 12 -15.871 -1.955 0.000 13 -15.173 -2.076 0.000 14 -14.491 -2.021 0.000 15 -13.804 -2.093 0.000 16 -13.109 -2.193 0.000 17 -12.909 -2.207 0.000 18 -13.408 -2.241 0.000 19 -11.726 -2.200 0.000 20 -11.041 -2.081 0.000 21 -10.330 -2.013 0.000 22 -9.658 -1.969 0.000 23 -8.959 -1.942 0.000 24 -8.249 -1.707 0.000 25 -7.547 -1.669 0.000 26 -6.838 -1.528 0.000 27 -6.147 -1.296 0.000 28 -5.451 -1.211 0.000 29 -4.776 -1.281 0.000 30 -3.796 -1.219 0.000 31 -2.700 -0.600 0.000 32 -2.765 -0.637 0.000 33 -2.117 -0.253 0.000 34 -1.469 -0.102 0.000 35 -0.821 0.056 0.000 36 -0.173 0.035 0.000 37 0.475 0.082 0.000 38 1.123 -0.185 0.000 39 1.771 -0.384 0.000 40 2.419 -0.627 0.000 41 3.067 -0.798 0.000 42 3.715 -0.843 0.000 43 4.363 -0.960 0.000 44 5.011 -0.985 0.000 45 5.659 -1.091 0.000 46 6.339 -1.075 0.000 47 6.923 -1.112 0.000 48 7.603 -1.142 0.000 49 8.251 -1.150 0.000 50 8.899 -1.227 0.000 51 9.547 -1.358 0.000 52 10.195 -1.289 0.000 53 10.843 -1.342 0.000 54 11.491 -1.379 0.000 55 12.139 -1.382 0.000 56 12.787 -1.368 0.000 57 13.404 -1.403 0.000 58 14.146 -1.455 0.000 59 14.763 -1.529 0.000 60 15.379 -1.655 0.000 61 16.091 -1.621 0.000 62 16.643 -1.777 0.000 63 17.355 -1.820 0.000 64 18.067 -1.970 0.000 65 18.618 -2.093 0.000 66 19.266 -2.123 0.000 67 19.914 -2.092 0.000 68 20.562 -2.145 0.000 69 21.210 -2.165 0.000 70 21.858 -2.158 0.000 71 22.506 -2.176 0.000 72 23.154 -2.148 0.000 73 23.802 -2.133 0.000 74 24.450 -2.119 0.000 75 25.098 -2.160 0.000 76 25.746 -2.174 0.000 77 26.394 -2.126 0.000 78 27.042 -2.137 0.000 79 27.690 -2.045 0.000 80 28.338 -2.088 0.000 81 29.018 -2.077 0.000 82 29.634 -2.076 0.000 83 30.000 -2.073 0.000 84 -1.000 -1.940 0.000 85 0.000 -1.940 0.000 86 16.000 -2.900 0.000 87 17.000 -2.900 0.000 88 30.000 -2.900 0.000 89 -22.228 -1.940 0.000 90 -21.244 0.032 0.000 91 -16.762 -1.940 0.000 92 -8.953 -1.940 0.000 93 -22.228 -2.890 0.000 94 -1.000 -2.890 0.000 95 0.000 -2.890 0.000 96 -22.228 -5.140 0.000 97 -1.000 -5.140 0.000 98 0.000 -5.140 0.000 99 16.000 -4.500 0.000 100 17.000 -4.500 0.000 101 30.000 -4.489 0.000 102 7.575 -5.405 0.000 103 16.000 -5.300 0.000 104 17.000 -5.300 0.000 105 30.000 -5.256 0.000 106 16.000 -5.700 0.000 107 17.064 -5.700 0.000 108 30.000 -5.700 0.000 109 -22.228 -5.590 0.000 110 -1.000 -5.440 0.000 111 0.000 -5.440 0.000 112 16.000 -6.450 0.000 113 17.000 -6.450 0.000 114 30.000 -6.450 0.000 115 -22.228 -5.940 0.000 116 -1.000 -5.940 0.000 117 0.000 -5.940 0.000 118 -22.228 -9.200 0.000 119 -1.000 -9.200 0.000 120 0.000 -9.200 0.000 121 16.000 -9.200 0.000 122 17.000 -9.200 0.000 123 30.000 -9.200 0.000 124 -22.228 -9.500 0.000 125 -1.000 -9.500 0.000 126 0.000 -9.500 0.000 127 16.000 -9.500 0.000 128 17.000 -9.500 0.000 129 30.000 -9.500 0.000 130 -22.228 -10.800 0.000 131 -1.000 -10.800 0.000 132 0.000 -10.800 0.000 133 16.000 -10.800 0.000 134 17.000 -10.800 0.000 135 30.000 -10.800 0.000 136 -22.228 -11.700 0.000 137 -1.000 -11.730 0.000 138 0.000 -11.700 0.000 139 16.000 -11.700 0.000 140 17.000 -11.700 0.000 141 30.000 -11.700 0.000 142 -22.228 -12.600 0.000 143 -1.000 -12.600 0.000 144 0.000 -12.600 0.000 145 16.000 -12.600 0.000 146 17.000 -12.600 0.000 147 30.000 -12.600 0.000 148 -22.228 -15.000 0.000 149 -1.000 -15.000 0.000 150 0.000 -15.000 0.000 151 16.000 -15.000 0.000 152 17.000 -15.000 0.000 153 30.000 -15.000 0.000 154 -22.228 -15.302 0.000 155 30.000 -15.302 0.000 156 -22.228 -0.270 0.000 157 30.000 -2.000 0.000 158 -22.228 -1.960 0.000 159 30.000 -1.960 0.000 160 -18.583 -0.270 0.000 161 -4.783 -0.270 0.000 162 -2.148 -0.270 0.000 163 -1.750 -0.390 0.000 164 0.480 -0.390 0.000 165 5.010 -1.267 0.000 166 10.437 -1.502 0.000 167 13.999 -2.000 0.000 168 18.483 -2.000 0.000 [CURVES] 156 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 91 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 84 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 3 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 91 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 11 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 18 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 16 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 19 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 92 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 24 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 32 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 31 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 33 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 90 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 86 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 102 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 106 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 112 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 160 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 157 [BOUNDARIES] 16 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 145 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 140 141 142 143 144 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 135 136 137 138 139 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 130 131 132 133 134 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 125 126 127 128 129 5 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 120 121 122 123 124 6 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 115 116 117 118 119 7 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 112 113 114 110 111 8 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 107 108 109 110 111 9 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 95 96 100 104 105 106 10 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 95 96 100 101 102 103 11 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 95 96 97 98 99 12 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 92 93 94 2 3 13 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 5 15 16 17 18 19 20 21 22 23 24 25 26 27 28 6 1 4 2 3 14 - Boundary number 75 - number of curves on boundary, next line(s) are curvenumbers 5 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 15 - Boundary number 85 - number of curves on boundary, next line(s) are curvenumbers 91 90 7 89 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 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 16 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [STDV BOUNDARIES] 16 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 16 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 10 - number of curves on PlLine, next line(s) are curvenumbers 147 148 149 150 151 152 153 154 155 156 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 146 [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [LAYERS] 15 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer 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, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei, siltig 15-16 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 8 - Layer number, next line is material of layer Veen, kleiig <300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 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 Veen, kleiig <300 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 11 - 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 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - 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 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - 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 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - 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 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - 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 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Grote en Westbroekpolder - kadevak 07-31-01A Toetsing STBI, hoogwater met verkeersbelasting Profiel 1,48F, Boring 14,6Kr/Bt, Sondering 14,6Kr [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] 15 Number of layers 15 100 14 100 100 13 100 100 100 12 100 100 100 100 11 100 100 100 100 100 10 100 100 100 100 100 100 9 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 20 20 20 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] -0.701 6.299 15 X-direction 4.246 8.246 15 Y-direction -0.751 -5.751 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 5.00 = magnitude -1.45 1.06 = 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] 15 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 15 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [END OF INPUT FILE]