Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Delft GeoSystems LICENSE : Unknown DATE : 1/7/2014 TIME : 11:07:25 AM FILENAME : \\dgs-cs1\HHSK\ProjectData\IJsseldijk voor DAM\Vakken TU\29,0+85\29,0+85 Bishop a.sti CREATED BY : D-Geo Stability version 10.1.4.3 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 20 = number of items [SOIL] Pleistoceen SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=20.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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=0.00 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=16 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] Kreftenheye naast SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - KREFTENHEYE NAAST 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=0.00 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=7 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] BVeen naast SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.50 SoilGamWet=10.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - BASISVEEN NAAST 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=0.00 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=5 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] GZwaar naast SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 NAAST 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=0.00 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=4 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] GLicht naast SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.00 SoilGamWet=13.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST 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=0.00 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=3 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] HVeen naast (hoog wrijvin SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.50 SoilGamWet=10.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST 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=0.00 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=9 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] HVeen onder SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamWet=11.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN ONDER 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=0.00 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=10 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] Tiel naast SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.00 SoilGamWet=14.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL NAAST 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=0.00 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=18 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] Kreftenheye onder SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - KREFTENHEYE ONDER 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=0.00 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=15 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] BVeen onder SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamWet=11.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - BASISVEEN ONDER 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=0.00 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=13 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] GZwaar onder SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamWet=16.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 ONDER 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=0.00 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=12 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] GLicht onder SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.00 SoilGamWet=14.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 ONDER 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=0.00 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=11 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] OB SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamWet=17.50 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - DIJKSMATERIAAL 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=0.00 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=1 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=20.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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=0.00 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=6 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] HVeen naast (laag wrijvin SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamWet=11.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST 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=0.00 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=2 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 (16-18) naast SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=20.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM GEUL 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=0.00 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=8 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 (16-18) onder SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 ONDER 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=0.00 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=14 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] WL_GLicht naast SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.00 SoilGamWet=13.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST 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=0.00 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=3 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] WL_GLicht onder SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.00 SoilGamWet=14.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 ONDER 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=0.00 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=11 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] WL_Pleistoceen SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=20.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) 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=0.00 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=16 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] 58 - Number of geometry points - 1 -30.000 -10.600 0.000 2 -30.000 -9.100 0.000 3 -30.000 -6.700 0.000 4 -30.000 -5.500 0.000 5 -30.000 -1.000 0.000 6 -30.000 1.300 0.000 7 2.800 1.300 0.000 8 2.800 -1.000 0.000 9 2.800 -5.500 0.000 10 2.800 -6.700 0.000 11 2.800 -9.100 0.000 12 2.800 -10.600 0.000 13 12.600 -15.400 0.000 14 12.600 -13.600 0.000 15 12.600 -13.000 0.000 16 12.600 -11.200 0.000 17 12.600 -9.200 0.000 18 12.600 -2.900 0.000 19 50.000 -2.900 0.000 20 50.000 -9.200 0.000 21 50.000 -11.200 0.000 22 50.000 -13.000 0.000 23 50.000 -13.600 0.000 24 50.000 -15.400 0.000 25 -30.000 -17.500 0.000 26 50.000 -17.500 0.000 27 -30.000 -4.000 0.000 28 -18.500 -4.000 0.000 29 -8.800 0.900 0.000 30 -3.300 3.800 0.000 31 0.000 3.800 0.000 32 2.800 3.700 0.000 33 5.000 2.400 0.000 34 8.900 0.100 0.000 35 10.900 -0.300 0.000 36 12.600 -1.100 0.000 37 30.900 -1.700 0.000 38 50.000 -1.700 0.000 39 9.400 0.000 0.000 40 9.400 -13.830 0.000 41 9.400 -10.510 0.000 42 9.400 -8.380 0.000 43 9.400 -7.990 0.000 44 9.400 -1.950 0.000 45 9.400 -12.220 0.000 46 9.400 -12.620 0.000 47 -30.000 2.700 0.000 48 -5.450 2.700 0.000 49 -4.700 1.700 0.000 50 2.800 1.200 0.000 51 12.600 -1.800 0.000 52 30.900 -2.300 0.000 53 50.000 -2.300 0.000 54 -30.000 -2.500 0.000 55 50.000 -2.500 0.000 56 -30.000 -3.100 0.000 57 50.000 -3.100 0.000 58 9.400 -6.520 0.000 [END OF POINTS] [CURVES] 57 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 12 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 11 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 41 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 16 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 10 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 42 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 17 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 43 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 17 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 8 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 44 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 18 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 24 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 23 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 22 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 21 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 20 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 45 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 15 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 46 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 14 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 29 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 7 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 33 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 39 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 35 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 40 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 13 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 46 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 41 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 39 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 58 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 17 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 44 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 58 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 [END OF CURVES] [BOUNDARIES] 19 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 57 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 1 37 38 15 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 23 16 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 21 17 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 41 4 18 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 41 42 7 19 6 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 41 42 43 10 19 7 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 41 42 43 48 46 19 8 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 41 42 43 48 47 13 14 9 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 37 39 40 41 42 43 48 47 44 36 30 31 32 10 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 22 40 41 42 43 48 47 44 36 30 31 32 11 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 20 41 42 43 48 47 44 36 30 31 32 12 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 3 42 43 48 47 44 36 30 31 32 13 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 5 6 43 48 47 44 36 30 31 32 14 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 8 9 48 47 44 36 30 31 32 15 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 11 45 47 44 36 30 31 32 16 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 11 12 44 36 30 31 32 17 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 24 33 34 29 35 36 30 31 32 18 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 24 25 26 27 28 29 35 36 30 31 32 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 19 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 19 - 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 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 19 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 3 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 49 50 51 52 53 54 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 56 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 55 [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] 18 - Number of layers - 1 - Layer number, next line is material of layer WL_Pleistoceen 3 - Piezometric level line at top of layer 3 - 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 Kreftenheye naast 2 - Piezometric level line at top of layer 3 - 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 BVeen naast 99 - 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 GZwaar naast 99 - Piezometric level line at top of layer 99 - 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 WL_GLicht naast 99 - Piezometric level line at top of layer 99 - 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 HVeen naast (hoog wrijvin 99 - Piezometric level line at top of layer 99 - 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 GLicht naast 99 - Piezometric level line at top of layer 99 - 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 HVeen onder 1 - Piezometric level line at top of layer 99 - 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 Tiel naast 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 Kreftenheye onder 3 - Piezometric level line at top of layer 3 - 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 BVeen onder 3 - Piezometric level line at top of layer 3 - 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 GZwaar onder 2 - Piezometric level line at top of layer 3 - 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 WL_GLicht onder 99 - Piezometric level line at top of layer 2 - 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 HVeen onder 99 - Piezometric level line at top of layer 99 - 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 GLicht onder 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer HVeen onder 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer OB 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - 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 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Toetsing Hollandse IJssel hmp 291, MHW = NAP+2,70m [MODEL] 1 : Bishop 2 : Stress tables 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 1 : Nails on 1 : Zone plot on 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] 18 Number of layers 18 100 17 100 100 16 100 100 100 15 100 100 100 100 14 100 100 100 100 100 13 100 100 100 100 100 100 12 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 6.383 18.458 11 X-direction 0.851 13.202 11 Y-direction 0.000 -5.000 11 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 verkeer 13.00 = magnitude 0.00 2.50 = xstart and xend 0.00 = 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] 18 = number of items [STRESS CURVE] Alg - Cunetzand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=104.11 SoilStressTableTauCharacteristic=104.11 SoilStressTableTauMean=104.11 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Dijksmateriaal nieu 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.50 SoilStressTableTauCharacteristic=2.50 SoilStressTableTauMean=2.50 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.50 SoilStressTableTauCharacteristic=91.50 SoilStressTableTauMean=91.50 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Zand (0-30) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - BASISVEEN NAAST 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.66 SoilStressTableTauCharacteristic=2.08 SoilStressTableTauMean=4.43 [END OF POINT] [POINT] SoilStressTableSigma=15.04 SoilStressTableTau=9.16 SoilStressTableTauCharacteristic=10.70 SoilStressTableTauMean=12.41 [END OF POINT] [POINT] SoilStressTableSigma=24.07 SoilStressTableTau=13.02 SoilStressTableTauCharacteristic=15.14 SoilStressTableTauMean=17.09 [END OF POINT] [POINT] SoilStressTableSigma=33.09 SoilStressTableTau=17.10 SoilStressTableTauCharacteristic=19.84 SoilStressTableTauMean=20.99 [END OF POINT] [POINT] SoilStressTableSigma=42.11 SoilStressTableTau=20.59 SoilStressTableTauCharacteristic=23.85 SoilStressTableTauMean=25.39 [END OF POINT] [POINT] SoilStressTableSigma=48.13 SoilStressTableTau=22.03 SoilStressTableTauCharacteristic=25.51 SoilStressTableTauMean=28.63 [END OF POINT] [POINT] SoilStressTableSigma=51.14 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.28 [END OF POINT] [POINT] SoilStressTableSigma=54.15 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.55 [END OF POINT] [POINT] SoilStressTableSigma=60.16 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=32.32 [END OF POINT] SoilStressTableNumberOfTests=6 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - BASISVEEN ONDER 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.78 [END OF POINT] [POINT] SoilStressTableSigma=5.39 SoilStressTableTau=6.97 SoilStressTableTauCharacteristic=7.55 SoilStressTableTauMean=9.43 [END OF POINT] [POINT] SoilStressTableSigma=21.55 SoilStressTableTau=20.02 SoilStressTableTauCharacteristic=22.54 SoilStressTableTauMean=29.34 [END OF POINT] [POINT] SoilStressTableSigma=43.09 SoilStressTableTau=31.42 SoilStressTableTauCharacteristic=35.66 SoilStressTableTauMean=44.14 [END OF POINT] [POINT] SoilStressTableSigma=86.18 SoilStressTableTau=43.45 SoilStressTableTauCharacteristic=49.50 SoilStressTableTauMean=65.20 [END OF POINT] [POINT] SoilStressTableSigma=91.57 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=65.20 [END OF POINT] [POINT] SoilStressTableSigma=102.34 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=67.33 [END OF POINT] [POINT] SoilStressTableSigma=107.72 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=87.48 [END OF POINT] SoilStressTableNumberOfTests=11 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - DIJKSMATERIAAL 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.19 SoilStressTableTauCharacteristic=2.74 SoilStressTableTauMean=5.62 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=10.09 SoilStressTableTauCharacteristic=11.42 SoilStressTableTauMean=13.81 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=19.92 SoilStressTableTauCharacteristic=22.24 SoilStressTableTauMean=25.20 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=34.13 SoilStressTableTauCharacteristic=37.87 SoilStressTableTauMean=41.61 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=40.98 SoilStressTableTauCharacteristic=45.40 SoilStressTableTauMean=50.48 [END OF POINT] [POINT] SoilStressTableSigma=112.00 SoilStressTableTau=42.10 SoilStressTableTauCharacteristic=46.64 SoilStressTableTauMean=51.36 [END OF POINT] [POINT] SoilStressTableSigma=128.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=58.56 [END OF POINT] [POINT] SoilStressTableSigma=136.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=58.88 [END OF POINT] [POINT] SoilStressTableSigma=160.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=67.31 [END OF POINT] SoilStressTableNumberOfTests=57 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM GEUL 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.82 [END OF POINT] [POINT] SoilStressTableSigma=10.71 SoilStressTableTau=4.85 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=8.75 [END OF POINT] [POINT] SoilStressTableSigma=32.13 SoilStressTableTau=12.19 SoilStressTableTauCharacteristic=13.38 SoilStressTableTauMean=19.92 [END OF POINT] [POINT] SoilStressTableSigma=58.90 SoilStressTableTau=19.97 SoilStressTableTauCharacteristic=21.93 SoilStressTableTauMean=31.98 [END OF POINT] [POINT] SoilStressTableSigma=74.97 SoilStressTableTau=29.37 SoilStressTableTauCharacteristic=32.28 SoilStressTableTauMean=42.20 [END OF POINT] [POINT] SoilStressTableSigma=85.68 SoilStressTableTau=32.09 SoilStressTableTauCharacteristic=35.27 SoilStressTableTauMean=46.63 [END OF POINT] [POINT] SoilStressTableSigma=96.39 SoilStressTableTau=35.13 SoilStressTableTauCharacteristic=38.61 SoilStressTableTauMean=53.34 [END OF POINT] [POINT] SoilStressTableSigma=107.10 SoilStressTableTau=35.13 SoilStressTableTauCharacteristic=38.61 SoilStressTableTauMean=60.94 [END OF POINT] SoilStressTableNumberOfTests=7 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 1 NAAST 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.38 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.71 [END OF POINT] [POINT] SoilStressTableSigma=18.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=10.76 SoilStressTableTauMean=12.75 [END OF POINT] [POINT] SoilStressTableSigma=42.00 SoilStressTableTau=17.55 SoilStressTableTauCharacteristic=19.51 SoilStressTableTauMean=22.08 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=24.85 SoilStressTableTauCharacteristic=27.55 SoilStressTableTauMean=31.36 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=25.07 SoilStressTableTauCharacteristic=27.78 SoilStressTableTauMean=33.77 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=28.19 SoilStressTableTauCharacteristic=31.22 SoilStressTableTauMean=37.50 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=40.57 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=41.32 [END OF POINT] [POINT] SoilStressTableSigma=108.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=44.82 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=46.76 [END OF POINT] SoilStressTableNumberOfTests=42 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 1 ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.97 SoilStressTableTauCharacteristic=2.46 SoilStressTableTauMean=5.00 [END OF POINT] [POINT] SoilStressTableSigma=7.00 SoilStressTableTau=8.57 SoilStressTableTauCharacteristic=9.72 SoilStressTableTauMean=12.25 [END OF POINT] [POINT] SoilStressTableSigma=14.00 SoilStressTableTau=13.21 SoilStressTableTauCharacteristic=14.83 SoilStressTableTauMean=18.77 [END OF POINT] [POINT] SoilStressTableSigma=35.00 SoilStressTableTau=23.15 SoilStressTableTauCharacteristic=25.76 SoilStressTableTauMean=30.89 [END OF POINT] [POINT] SoilStressTableSigma=56.00 SoilStressTableTau=30.61 SoilStressTableTauCharacteristic=33.97 SoilStressTableTauMean=39.33 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=38.05 SoilStressTableTauCharacteristic=42.15 SoilStressTableTauMean=49.24 [END OF POINT] [POINT] SoilStressTableSigma=98.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=49.24 [END OF POINT] [POINT] SoilStressTableSigma=119.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=52.71 [END OF POINT] [POINT] SoilStressTableSigma=140.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=55.13 [END OF POINT] SoilStressTableNumberOfTests=28 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 2 NAAST 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.38 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.11 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=7.81 SoilStressTableTauCharacteristic=8.79 SoilStressTableTauMean=10.31 [END OF POINT] [POINT] SoilStressTableSigma=32.00 SoilStressTableTau=13.89 SoilStressTableTauCharacteristic=15.49 SoilStressTableTauMean=17.30 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=27.60 SoilStressTableTauCharacteristic=30.57 SoilStressTableTauMean=32.77 [END OF POINT] [POINT] SoilStressTableSigma=88.00 SoilStressTableTau=33.43 SoilStressTableTauCharacteristic=36.98 SoilStressTableTauMean=40.92 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=55.65 [END OF POINT] [POINT] SoilStressTableSigma=128.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=56.06 [END OF POINT] [POINT] SoilStressTableSigma=160.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=67.31 [END OF POINT] SoilStressTableNumberOfTests=60 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 2 ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.73 SoilStressTableTauCharacteristic=3.41 SoilStressTableTauMean=5.60 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=10.96 SoilStressTableTauMean=13.36 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=15.40 SoilStressTableTauCharacteristic=17.35 SoilStressTableTauMean=20.57 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=20.33 SoilStressTableTauCharacteristic=22.77 SoilStressTableTauMean=26.45 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=24.73 SoilStressTableTauCharacteristic=27.61 SoilStressTableTauMean=31.60 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=30.87 SoilStressTableTauCharacteristic=34.37 SoilStressTableTauMean=38.13 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=38.69 SoilStressTableTauCharacteristic=42.97 SoilStressTableTauMean=46.79 [END OF POINT] [POINT] SoilStressTableSigma=102.00 SoilStressTableTau=39.11 SoilStressTableTauCharacteristic=43.44 SoilStressTableTauMean=48.00 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=44.31 SoilStressTableTauCharacteristic=49.16 SoilStressTableTauMean=54.39 [END OF POINT] SoilStressTableNumberOfTests=35 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - HOLLANDVEEN NAAST 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.75 [END OF POINT] [POINT] SoilStressTableSigma=4.00 SoilStressTableTau=2.66 SoilStressTableTauCharacteristic=2.97 SoilStressTableTauMean=4.50 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=7.30 SoilStressTableTauCharacteristic=8.31 SoilStressTableTauMean=10.10 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=10.99 SoilStressTableTauCharacteristic=12.56 SoilStressTableTauMean=14.70 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=17.16 SoilStressTableTauCharacteristic=19.65 SoilStressTableTauMean=23.08 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=22.04 SoilStressTableTauCharacteristic=25.26 SoilStressTableTauMean=29.00 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=22.50 SoilStressTableTauCharacteristic=25.78 SoilStressTableTauMean=29.79 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=25.69 SoilStressTableTauCharacteristic=29.46 SoilStressTableTauMean=35.14 [END OF POINT] [POINT] SoilStressTableSigma=64.00 SoilStressTableTau=31.90 SoilStressTableTauCharacteristic=36.59 SoilStressTableTauMean=40.41 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=31.90 SoilStressTableTauCharacteristic=36.59 SoilStressTableTauMean=53.75 [END OF POINT] SoilStressTableNumberOfTests=19 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - HOLLANDVEEN ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=6.00 SoilStressTableTau=9.00 SoilStressTableTauCharacteristic=9.95 SoilStressTableTauMean=13.53 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=15.45 SoilStressTableTauCharacteristic=17.36 SoilStressTableTauMean=23.03 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=23.97 SoilStressTableTauCharacteristic=27.17 SoilStressTableTauMean=34.97 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=29.63 SoilStressTableTauCharacteristic=33.67 SoilStressTableTauMean=42.40 [END OF POINT] [POINT] SoilStressTableSigma=54.00 SoilStressTableTau=35.36 SoilStressTableTauCharacteristic=40.26 SoilStressTableTauMean=50.42 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=41.85 SoilStressTableTauCharacteristic=47.73 SoilStressTableTauMean=57.16 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=42.30 SoilStressTableTauCharacteristic=48.25 SoilStressTableTauMean=58.87 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=51.07 SoilStressTableTauCharacteristic=58.32 SoilStressTableTauMean=67.61 [END OF POINT] SoilStressTableNumberOfTests=26 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - KREFTENHEYE NAAST 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.41 SoilStressTableTauCharacteristic=0.51 SoilStressTableTauMean=2.83 [END OF POINT] [POINT] SoilStressTableSigma=16.84 SoilStressTableTau=7.70 SoilStressTableTauCharacteristic=8.53 SoilStressTableTauMean=9.97 [END OF POINT] [POINT] SoilStressTableSigma=39.29 SoilStressTableTau=15.70 SoilStressTableTauCharacteristic=17.34 SoilStressTableTauMean=19.52 [END OF POINT] [POINT] SoilStressTableSigma=67.35 SoilStressTableTau=24.41 SoilStressTableTauCharacteristic=26.91 SoilStressTableTauMean=30.26 [END OF POINT] [POINT] SoilStressTableSigma=78.57 SoilStressTableTau=28.28 SoilStressTableTauCharacteristic=31.17 SoilStressTableTauMean=36.19 [END OF POINT] [POINT] SoilStressTableSigma=101.02 SoilStressTableTau=35.37 SoilStressTableTauCharacteristic=38.97 SoilStressTableTauMean=49.29 [END OF POINT] [POINT] SoilStressTableSigma=112.25 SoilStressTableTau=35.37 SoilStressTableTauCharacteristic=38.97 SoilStressTableTauMean=57.68 [END OF POINT] SoilStressTableNumberOfTests=19 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - KREFTENHEYE ONDER 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=3.76 [END OF POINT] [POINT] SoilStressTableSigma=15.19 SoilStressTableTau=8.60 SoilStressTableTauCharacteristic=9.38 SoilStressTableTauMean=12.19 [END OF POINT] [POINT] SoilStressTableSigma=50.63 SoilStressTableTau=24.05 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.47 [END OF POINT] [POINT] SoilStressTableSigma=55.69 SoilStressTableTau=25.04 SoilStressTableTauCharacteristic=27.47 SoilStressTableTauMean=31.61 [END OF POINT] [POINT] SoilStressTableSigma=86.07 SoilStressTableTau=36.18 SoilStressTableTauCharacteristic=39.72 SoilStressTableTauMean=44.56 [END OF POINT] [POINT] SoilStressTableSigma=91.13 SoilStressTableTau=36.36 SoilStressTableTauCharacteristic=39.92 SoilStressTableTauMean=45.85 [END OF POINT] [POINT] SoilStressTableSigma=101.26 SoilStressTableTau=36.36 SoilStressTableTauCharacteristic=39.92 SoilStressTableTauMean=50.43 [END OF POINT] SoilStressTableNumberOfTests=15 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL GEUL 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.35 SoilStressTableTauCharacteristic=1.69 SoilStressTableTauMean=3.71 [END OF POINT] [POINT] SoilStressTableSigma=10.95 SoilStressTableTau=6.98 SoilStressTableTauCharacteristic=7.88 SoilStressTableTauMean=9.36 [END OF POINT] [POINT] SoilStressTableSigma=32.86 SoilStressTableTau=16.51 SoilStressTableTauCharacteristic=18.37 SoilStressTableTauMean=20.74 [END OF POINT] [POINT] SoilStressTableSigma=49.29 SoilStressTableTau=23.32 SoilStressTableTauCharacteristic=25.86 SoilStressTableTauMean=28.13 [END OF POINT] [POINT] SoilStressTableSigma=60.24 SoilStressTableTau=26.99 SoilStressTableTauCharacteristic=29.89 SoilStressTableTauMean=32.42 [END OF POINT] [POINT] SoilStressTableSigma=65.71 SoilStressTableTau=28.36 SoilStressTableTauCharacteristic=31.39 SoilStressTableTauMean=33.19 [END OF POINT] [POINT] SoilStressTableSigma=93.10 SoilStressTableTau=36.24 SoilStressTableTauCharacteristic=40.07 SoilStressTableTauMean=42.68 [END OF POINT] [POINT] SoilStressTableSigma=104.05 SoilStressTableTau=37.71 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=46.02 [END OF POINT] [POINT] SoilStressTableSigma=109.52 SoilStressTableTau=37.71 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=50.86 [END OF POINT] SoilStressTableNumberOfTests=15 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL NAAST 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.87 SoilStressTableTauCharacteristic=1.09 SoilStressTableTauMean=2.96 [END OF POINT] [POINT] SoilStressTableSigma=10.95 SoilStressTableTau=6.00 SoilStressTableTauCharacteristic=6.73 SoilStressTableTauMean=7.84 [END OF POINT] [POINT] SoilStressTableSigma=27.38 SoilStressTableTau=11.94 SoilStressTableTauCharacteristic=13.27 SoilStressTableTauMean=14.84 [END OF POINT] [POINT] SoilStressTableSigma=43.81 SoilStressTableTau=17.63 SoilStressTableTauCharacteristic=19.52 SoilStressTableTauMean=21.58 [END OF POINT] [POINT] SoilStressTableSigma=65.71 SoilStressTableTau=24.45 SoilStressTableTauCharacteristic=27.03 SoilStressTableTauMean=29.99 [END OF POINT] [POINT] SoilStressTableSigma=71.19 SoilStressTableTau=27.67 SoilStressTableTauCharacteristic=30.57 SoilStressTableTauMean=32.58 [END OF POINT] [POINT] SoilStressTableSigma=98.57 SoilStressTableTau=38.22 SoilStressTableTauCharacteristic=42.17 SoilStressTableTauMean=45.23 [END OF POINT] [POINT] SoilStressTableSigma=109.52 SoilStressTableTau=38.88 SoilStressTableTauCharacteristic=42.89 SoilStressTableTauMean=53.00 [END OF POINT] SoilStressTableNumberOfTests=20 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL ONDER 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.80 SoilStressTableTauCharacteristic=1.00 SoilStressTableTauMean=3.44 [END OF POINT] [POINT] SoilStressTableSigma=11.91 SoilStressTableTau=6.74 SoilStressTableTauCharacteristic=7.54 SoilStressTableTauMean=10.42 [END OF POINT] [POINT] SoilStressTableSigma=23.81 SoilStressTableTau=11.85 SoilStressTableTauCharacteristic=13.15 SoilStressTableTauMean=16.57 [END OF POINT] [POINT] SoilStressTableSigma=35.71 SoilStressTableTau=16.18 SoilStressTableTauCharacteristic=17.92 SoilStressTableTauMean=22.04 [END OF POINT] [POINT] SoilStressTableSigma=47.62 SoilStressTableTau=19.83 SoilStressTableTauCharacteristic=21.94 SoilStressTableTauMean=26.51 [END OF POINT] [POINT] SoilStressTableSigma=59.52 SoilStressTableTau=23.28 SoilStressTableTauCharacteristic=25.72 SoilStressTableTauMean=30.64 [END OF POINT] [POINT] SoilStressTableSigma=83.33 SoilStressTableTau=33.90 SoilStressTableTauCharacteristic=37.41 SoilStressTableTauMean=40.51 [END OF POINT] [POINT] SoilStressTableSigma=95.24 SoilStressTableTau=37.30 SoilStressTableTauCharacteristic=41.15 SoilStressTableTauMean=44.94 [END OF POINT] [POINT] SoilStressTableSigma=107.14 SoilStressTableTau=42.46 SoilStressTableTauCharacteristic=46.83 SoilStressTableTauMean=49.32 [END OF POINT] [POINT] SoilStressTableSigma=119.05 SoilStressTableTau=42.46 SoilStressTableTauCharacteristic=46.83 SoilStressTableTauMean=55.56 [END OF POINT] SoilStressTableNumberOfTests=30 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [SOILGROUPS] 18 - Number of soilgroups 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 [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] 18 [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 0.00 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 18 - Number of layers 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.00 = 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]