Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Royal haskoningDHV LICENSE : Unknown DATE : 4/22/2013 TIME : 1:43:33 PM FILENAME : C:\Projecten\Rijnland_ LEGGER\Mstab\Geometries\247_042_00054_V.sti CREATED BY : D-Geo Stability version 10.1.1.4 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 14 = number of items [SOIL] Veen > 300 SoilColor=16777215 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei humeus SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.40 SoilPhi=15.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei siltig SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=19.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei zandig SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 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 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 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 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 GWS SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=8.00 SoilGamWet=8.00 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 Maaiveld SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=2.00 SoilGamWet=2.00 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen > 300 Overgangszone SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=4.50 SoilGamWet=4.50 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 GWS SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamWet=10.00 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 Maaivel SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=4.00 SoilGamWet=4.00 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Veen kleiig < 300 Overgan SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=7.50 SoilGamWet=7.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 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 [END OF ACCURACY] [POINTS] 194 - Number of geometry points - 1 -10.000 -0.362 0.000 2 6.500 -0.361 0.000 3 7.000 -0.344 0.000 4 7.500 -0.338 0.000 5 8.000 -0.329 0.000 6 8.500 -0.332 0.000 7 9.000 -0.358 0.000 8 9.500 -0.385 0.000 9 10.000 -0.388 0.000 10 10.500 -0.417 0.000 11 11.000 -0.464 0.000 12 11.500 -0.472 0.000 13 12.000 -0.488 0.000 14 12.500 -0.578 0.000 15 13.000 -0.761 0.000 16 13.500 -0.869 0.000 17 14.000 -1.089 0.000 18 14.500 -1.261 0.000 19 15.000 -1.487 0.000 20 15.500 -1.543 0.000 21 16.000 -1.628 0.000 22 16.500 -1.765 0.000 23 17.000 -1.835 0.000 24 17.500 -1.884 0.000 25 18.000 -1.947 0.000 26 18.500 -1.932 0.000 27 19.000 -1.943 0.000 28 19.500 -1.990 0.000 29 20.000 -2.016 0.000 30 20.500 -2.063 0.000 31 21.000 -2.098 0.000 32 21.500 -2.129 0.000 33 22.000 -2.171 0.000 34 22.500 -2.221 0.000 35 23.000 -2.248 0.000 36 23.500 -2.260 0.000 37 24.000 -2.330 0.000 38 24.500 -2.397 0.000 39 25.000 -2.478 0.000 40 25.500 -2.469 0.000 41 26.000 -2.545 0.000 42 26.500 -2.560 0.000 43 27.000 -2.581 0.000 44 27.500 -2.613 0.000 45 28.000 -2.633 0.000 46 28.500 -2.673 0.000 47 29.000 -2.664 0.000 48 29.500 -2.718 0.000 49 30.000 -2.741 0.000 50 30.500 -2.754 0.000 51 31.000 -2.762 0.000 52 31.500 -2.775 0.000 53 32.000 -2.801 0.000 54 32.500 -2.855 0.000 55 33.000 -2.823 0.000 56 33.500 -2.868 0.000 57 34.000 -2.865 0.000 58 34.500 -2.907 0.000 59 35.000 -2.895 0.000 60 35.500 -2.949 0.000 61 36.000 -2.969 0.000 62 36.500 -2.955 0.000 63 37.000 -2.964 0.000 64 37.500 -2.993 0.000 65 38.000 -2.995 0.000 66 38.500 -3.043 0.000 67 39.000 -3.043 0.000 68 39.500 -3.075 0.000 69 40.000 -3.111 0.000 70 40.500 -3.157 0.000 71 41.000 -3.224 0.000 72 41.500 -3.219 0.000 73 42.000 -3.258 0.000 74 42.500 -3.240 0.000 75 43.000 -3.240 0.000 76 43.500 -3.242 0.000 77 44.000 -3.252 0.000 78 44.500 -3.273 0.000 79 45.000 -3.280 0.000 80 45.500 -3.316 0.000 81 46.000 -3.321 0.000 82 46.500 -3.350 0.000 83 47.000 -3.350 0.000 84 47.500 -3.404 0.000 85 48.000 -3.411 0.000 86 48.500 -3.439 0.000 87 49.000 -3.443 0.000 88 49.500 -3.489 0.000 89 50.000 -3.470 0.000 90 50.500 -3.522 0.000 91 51.000 -3.522 0.000 92 51.500 -3.524 0.000 93 52.000 -3.550 0.000 94 52.500 -3.576 0.000 95 53.000 -3.583 0.000 96 53.500 -3.615 0.000 97 54.000 -3.647 0.000 98 54.500 -3.644 0.000 99 55.000 -3.646 0.000 100 55.500 -3.625 0.000 101 56.000 -3.661 0.000 102 56.500 -3.669 0.000 103 57.000 -3.687 0.000 104 57.500 -3.668 0.000 105 58.000 -3.702 0.000 106 58.500 -3.704 0.000 107 59.000 -3.709 0.000 108 59.500 -3.703 0.000 109 60.000 -3.727 0.000 110 60.500 -3.704 0.000 111 61.000 -3.728 0.000 112 61.500 -3.732 0.000 113 62.000 -3.727 0.000 114 62.500 -3.741 0.000 115 63.000 -3.765 0.000 116 63.500 -3.754 0.000 117 64.000 -3.757 0.000 118 64.500 -3.772 0.000 119 65.000 -3.762 0.000 120 65.500 -3.805 0.000 121 66.000 -3.848 0.000 122 66.500 -3.848 0.000 123 67.000 -3.881 0.000 124 67.500 -3.949 0.000 125 76.500 -3.918 0.000 126 77.000 -3.884 0.000 127 77.500 -3.721 0.000 128 78.000 -3.646 0.000 129 78.500 -3.664 0.000 130 79.000 -3.651 0.000 131 84.000 -3.339 0.000 132 89.500 -3.483 0.000 133 90.000 -3.468 0.000 134 90.500 -3.477 0.000 135 91.000 -3.505 0.000 136 91.500 -3.495 0.000 137 92.000 -3.494 0.000 138 92.500 -3.513 0.000 139 93.000 -3.526 0.000 140 93.500 -3.558 0.000 141 94.000 -3.550 0.000 142 94.500 -3.550 0.000 143 -10.000 -1.130 0.000 144 -10.000 -3.130 0.000 145 10.000 -3.130 0.000 146 27.000 -3.210 0.000 147 -10.000 -4.130 0.000 148 10.000 -4.130 0.000 149 14.119 -1.130 0.000 150 40.896 -3.210 0.000 151 67.615 -3.960 0.000 152 76.302 -3.960 0.000 153 -10.000 -5.130 0.000 154 10.000 -5.130 0.000 155 27.000 -3.960 0.000 156 68.000 -3.997 0.000 157 68.500 -4.044 0.000 158 69.000 -4.043 0.000 159 69.500 -4.066 0.000 160 70.000 -4.065 0.000 161 70.500 -4.065 0.000 162 71.000 -4.052 0.000 163 71.500 -4.066 0.000 164 72.000 -4.110 0.000 165 72.500 -4.099 0.000 166 73.000 -4.129 0.000 167 73.500 -4.155 0.000 168 74.000 -4.124 0.000 169 74.500 -4.104 0.000 170 75.000 -4.101 0.000 171 75.500 -4.064 0.000 172 76.000 -4.024 0.000 173 94.500 -3.960 0.000 174 -10.000 -6.430 0.000 175 10.000 -6.430 0.000 176 27.000 -4.510 0.000 177 94.500 -4.510 0.000 178 27.000 -6.110 0.000 179 94.500 -6.110 0.000 180 -10.000 -12.400 0.000 181 10.000 -12.400 0.000 182 94.500 -12.400 0.000 183 -10.000 -13.000 0.000 184 94.500 -13.000 0.000 185 -10.000 -25.000 0.000 186 94.500 -25.000 0.000 187 -10.000 -0.492 0.000 188 10.081 -0.492 0.000 189 14.964 -1.808 0.000 190 76.252 -4.713 0.000 191 94.500 -4.797 0.000 192 32.642 -3.129 0.000 193 -10.000 -3.200 0.000 194 94.500 -3.200 0.000 [END OF POINTS] [CURVES] 188 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 149 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 150 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 146 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 149 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 18 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 150 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 71 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 151 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 125 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 151 - 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 155 151 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 156 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 169 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 171 170 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 171 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 152 172 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 173 173 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 174 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 175 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 176 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 178 177 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 179 178 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 180 181 179 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 178 180 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 182 181 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 183 184 182 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 185 186 183 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 187 188 184 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 188 189 185 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 191 186 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 189 192 187 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 192 190 188 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 193 194 [END OF CURVES] [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 182 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 181 2 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 178 180 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 178 179 177 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 173 176 177 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 173 174 175 6 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 7 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 8 - Boundary number 94 - number of curves on boundary, next line(s) are curvenumbers 5 6 4 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 9 - Boundary number 94 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 10 - Boundary number 146 - number of curves on boundary, next line(s) are curvenumbers 1 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 11 - Boundary number 162 - number of curves on boundary, next line(s) are curvenumbers 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 12 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 12 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 12 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 183 184 186 187 185 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 188 [END OF PIEZO LINES] [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [END OF 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 - [END OF WORLD CO-ORDINATES] [LAYERS] 11 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Basisveen 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei siltig 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 kleiig < 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 Veen > 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Veen > 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] WW-17-31-02A, ND-polder, DWP_01,65 Toetsing STBI, Hoogwater met belasting Boring WW-17-B1,7KR/BT [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 11 Number of layers 11 100 10 100 100 9 100 100 100 8 100 100 100 100 7 100 100 100 100 100 6 100 100 100 100 100 100 5 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 20 20 20 20 100 100 20 100 20 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 11.933 19.679 10 X-direction 6.387 12.280 10 Y-direction -2.000 -7.000 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Uniform Load (1) 13.00 = magnitude 7.90 10.40 = 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] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 11 [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 11 - 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 [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 SearchMethod=0 [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] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]