Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Hoogheemraadschap van Schieland en de Krimpenerwaard LICENSE : Unknown DATE : 30-4-2014 TIME : 13:16:25 FILENAME : P:\DAM\3. Invoer_D-Geo-sommen_HIJ_KW\csvfiles\Geometries\29,4+65 Bishop a.sti CREATED BY : D-Geo Stability version 10.1.3.2 ========================== 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] 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 (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] 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] 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] 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] 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] 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] 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] 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] 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] 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] 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] 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] WL_GLicht onder 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 - 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_GZwaar naast SoilColor=10944420 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] 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] 69 - 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 2.900 1.300 0.000 8 2.900 -1.000 0.000 9 2.900 -5.500 0.000 10 2.900 -6.700 0.000 11 2.900 -9.100 0.000 12 2.900 -10.600 0.000 13 11.400 -2.600 0.000 14 11.400 -4.600 0.000 15 11.400 -6.200 0.000 16 11.400 -8.300 0.000 17 11.400 -9.500 0.000 18 11.400 -10.400 0.000 19 11.400 -11.400 0.000 20 11.400 -13.000 0.000 21 50.000 -13.000 0.000 22 50.000 -11.400 0.000 23 50.000 -10.400 0.000 24 50.000 -9.500 0.000 25 50.000 -8.300 0.000 26 50.000 -6.200 0.000 27 50.000 -4.600 0.000 28 50.000 -2.600 0.000 29 -30.000 -15.000 0.000 30 50.000 -15.000 0.000 31 -30.000 2.300 0.000 32 -7.000 2.300 0.000 33 -3.200 3.700 0.000 34 0.000 3.800 0.000 35 2.900 3.700 0.000 36 5.100 2.300 0.000 37 6.000 1.900 0.000 38 8.400 0.200 0.000 39 11.400 -1.000 0.000 40 23.000 -1.500 0.000 41 35.000 -1.400 0.000 42 36.200 -0.800 0.000 43 45.000 -1.200 0.000 44 50.000 -2.800 0.000 45 49.380 -2.600 0.000 46 -30.000 2.850 0.000 47 -5.700 2.850 0.000 48 -4.700 1.850 0.000 49 2.900 1.350 0.000 50 11.400 -1.500 0.000 51 23.000 -2.000 0.000 52 50.000 -2.000 0.000 53 -30.000 -1.200 0.000 54 50.000 -1.200 0.000 55 8.000 0.500 0.000 56 8.000 -12.040 0.000 57 8.000 -11.440 0.000 58 8.000 -10.480 0.000 59 8.000 -9.520 0.000 60 8.000 -8.920 0.000 61 8.000 -7.900 0.000 62 8.000 -1.560 0.000 63 -30.000 -3.100 0.000 64 50.000 -3.100 0.000 65 -30.000 -2.450 0.000 66 50.000 -2.450 0.000 67 8.000 -3.160 0.000 68 8.000 -7.180 0.000 69 8.000 -4.120 0.000 [END OF POINTS] [CURVES] 69 - 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 20 21 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 11 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 57 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 20 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 10 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 58 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 20 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 59 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 19 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 60 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 18 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 61 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 17 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 62 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 13 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 9 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 22 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 23 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 24 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 26 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 27 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 45 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 8 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 36 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 45 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 44 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 55 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 38 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 56 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 20 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 55 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 67 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 14 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 68 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 16 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 69 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 15 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 62 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 67 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 68 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 [END OF CURVES] [BOUNDARIES] 23 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 69 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 1 43 44 2 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 5 2 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 8 2 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 10 18 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 12 19 6 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 46 14 20 7 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 46 60 54 21 8 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 46 60 59 56 22 9 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 46 60 59 58 52 23 10 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 46 60 59 58 57 16 24 40 11 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 1 43 50 49 48 47 46 60 59 58 57 45 42 34 35 36 37 38 39 40 12 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 3 4 49 48 47 46 60 59 58 57 45 42 34 35 36 37 38 39 40 13 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 6 7 48 47 46 60 59 58 57 45 42 34 35 36 37 38 39 40 14 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 6 9 47 46 60 59 58 57 45 42 34 35 36 37 38 39 40 15 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 6 11 46 60 59 58 57 45 42 34 35 36 37 38 39 40 16 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 17 13 60 59 58 57 45 42 34 35 36 37 38 39 40 17 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 17 53 59 58 57 45 42 34 35 36 37 38 39 40 18 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 25 55 58 57 45 42 34 35 36 37 38 39 40 19 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 25 51 57 45 42 34 35 36 37 38 39 40 20 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 25 15 45 42 34 35 36 37 38 39 40 21 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 26 27 33 41 42 34 35 36 37 38 39 40 22 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 28 29 30 31 32 33 41 42 34 35 36 37 38 39 40 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 23 - Number of boundaries - 1 1 1 1 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] 23 - 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 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 23 - Number of boundaries - 0 0 0 0 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 61 62 63 64 65 66 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 68 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 67 [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] 22 - 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 GZwaar naast 3 - 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 GLicht naast 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer GZwaar naast 2 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer WL_GZwaar 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 (laag 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 GZwaar 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 GLicht naast 99 - 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 HVeen naast (laag wrijvin 99 - Piezometric level line at top of layer 99 - 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 HVeen naast (hoog wrijvin 1 - Piezometric level line at top of layer 99 - 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 Tiel naast 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer 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 GZwaar 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 GZwaar 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 99 - 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 GZwaar onder 99 - Piezometric level line at top of layer 99 - 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 GLicht onder 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer 19 - 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 19 - Boundarynumber at top of layer 18 - Boundarynumber at bottom of layer 20 - Layer number, next line is material of layer OB 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 20 - Boundarynumber at top of layer 19 - Boundarynumber at bottom of layer 21 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 21 - Boundarynumber at top of layer 20 - Boundarynumber at bottom of layer 22 - 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 22 - Boundarynumber at top of layer 21 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Toetsing Hollanse IJssel hmp 295 - MHW = NAP+2.85m [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] 22 Number of layers 22 100 21 100 100 20 100 100 100 19 100 100 100 100 18 100 100 100 100 100 17 100 100 100 100 100 100 16 100 100 100 100 100 100 100 15 100 100 100 100 100 100 100 100 14 100 100 100 100 100 100 100 100 100 13 100 100 100 100 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 100 11 100 100 100 100 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 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 0 0 0 0 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 5.000 15.000 11 X-direction 0.000 10.000 11 Y-direction -1.000 -6.000 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 -0.10 2.40 = 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] 22 [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 22 - 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 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]