Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Hoogheemraadschap van Schieland en de Krimpenerwaard LICENSE : Unknown DATE : 30-4-2014 TIME : 12:54:29 FILENAME : P:\DAM\3. Invoer_D-Geo-sommen_HIJ_KW\csvfiles\Geometries\37,6+00 nieuwe PV.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] 13 = number of items [SOIL] Pleistoceen zand SoilColor=16777215 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=1 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=0.01 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] Kreftenheije onder SoilColor=16575398 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=0.01 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] Kreftenheije naast SoilColor=16436419 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=0.01 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] Zand SoilColor=11141025 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=19.00 SoilRestSlope=1 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=0.01 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] Hollandveen onder SoilColor=2763429 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.70 SoilGamWet=10.70 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=0.01 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] Hollandveen naast SoilColor=7077877 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 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=0.01 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] Gorkum licht onder SoilColor=42495 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.70 SoilGamWet=13.70 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=0.01 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] Gorkum licht naast SoilColor=851951 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.20 SoilGamWet=13.20 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=0.01 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] Gorkum zwaar onder SoilColor=5244889 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.40 SoilGamWet=15.40 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=0.01 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] Gorkum zwaar naast SoilColor=13407356 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.90 SoilGamWet=14.90 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=0.01 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] Dijksmateriaal SoilColor=4163021 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 - 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=0.01 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] Cunetzand SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=19.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Cunetzand 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=0.01 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] WL_Pleistoceen zand SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=1 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=0.01 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] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 56 - Number of geometry points - 1 -18.800 -10.000 0.000 2 55.000 -10.000 0.000 3 -18.800 2.850 0.000 4 -7.160 3.380 0.000 5 -4.540 3.550 0.000 6 -3.180 3.660 0.000 7 0.000 3.660 0.000 8 3.050 3.580 0.000 9 4.390 3.240 0.000 10 12.140 -1.060 0.000 11 14.460 -1.530 0.000 12 20.510 -1.980 0.000 13 27.100 -2.020 0.000 14 36.400 -1.980 0.000 15 47.470 -1.890 0.000 16 48.870 -2.890 0.000 17 55.000 -3.060 0.000 18 -18.800 3.000 0.000 19 -15.377 3.000 0.000 20 -14.069 2.000 0.000 21 3.050 1.500 0.000 22 16.730 -1.920 0.000 23 55.000 -1.920 0.000 24 14.417 -1.552 0.000 25 12.165 -1.063 0.000 26 -18.800 -4.000 0.000 27 55.000 -4.000 0.000 28 3.050 0.680 0.000 29 -18.800 0.680 0.000 30 1.000 1.480 0.000 31 -1.180 1.480 0.000 32 -18.800 -2.249 0.000 33 3.050 -2.320 0.000 34 -18.800 -4.620 0.000 35 3.050 -4.620 0.000 36 -18.800 -7.420 0.000 37 3.050 -7.420 0.000 38 -18.800 -8.220 0.000 39 3.050 -8.220 0.000 40 -18.800 -8.720 0.000 41 3.050 -8.720 0.000 42 14.460 -2.900 0.000 43 14.460 -4.200 0.000 44 55.000 -4.200 0.000 45 14.460 -8.000 0.000 46 55.000 -8.000 0.000 47 14.460 -8.600 0.000 48 55.000 -8.600 0.000 49 14.460 -9.200 0.000 50 55.000 -9.200 0.000 51 10.600 -1.641 0.000 52 10.600 -3.563 0.000 53 10.600 -4.342 0.000 54 10.600 -7.811 0.000 55 10.600 -8.476 0.000 56 10.600 -9.044 0.000 [END OF POINTS] [CURVES] 55 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 22 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 25 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 8 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 31 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 16 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 12 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 51 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 42 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 52 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 43 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 53 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 43 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 54 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 45 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 55 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 47 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 56 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 49 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 51 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 52 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 53 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 54 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 55 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 [END OF CURVES] [BOUNDARIES] 15 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 55 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 31 48 49 36 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 31 48 54 47 35 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 31 48 54 53 45 34 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 31 48 54 53 52 43 33 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 31 48 54 53 52 51 41 33 6 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 31 48 54 53 52 51 50 39 32 14 7 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 31 48 54 53 52 51 50 39 37 9 11 12 13 14 8 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 30 46 53 52 51 50 39 37 9 11 12 13 14 9 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 29 44 52 51 50 39 37 9 11 12 13 14 10 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 28 42 51 50 39 37 9 11 12 13 14 11 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 27 40 50 39 37 9 11 12 13 14 12 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 23 38 39 37 9 11 12 13 14 13 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 26 24 25 6 7 10 8 9 11 12 13 14 14 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 10 8 9 11 12 13 14 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 15 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 15 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 15 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 15 16 17 20 21 19 18 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 22 [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] 14 - Number of layers - 1 - Layer number, next line is material of layer WL_Pleistoceen zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Kreftenheije naast 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Zand 99 - Piezometric level line at top of layer 99 - 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 Hollandveen 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 Gorkum zwaar 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 Gorkum licht naast 1 - 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 Hollandveen naast 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer Kreftenheije onder 99 - Piezometric level line at top of layer 2 - 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 Zand 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 Hollandveen onder 99 - 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 Gorkum zwaar onder 99 - Piezometric level line at top of layer 99 - 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 Gorkum licht onder 1 - Piezometric level line at top of layer 99 - 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 Dijksmateriaal 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - Layer number, next line is material of layer Cunetzand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Toetsing Krimpenerwaard IJsseldijk vak Z [MODEL] 1 : Bishop 2 : Stress tables 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 1 : Nails on 1 : Zone plot on 1 : Global 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] 14 Number of layers 14 100 13 100 100 12 100 100 100 11 100 100 100 100 10 100 100 100 100 100 9 100 100 100 100 100 100 8 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 0 0 0 0 0 0 0 0 0 100 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 4.280 21.387 12 X-direction -0.640 16.660 12 Y-direction -0.850 -8.000 15 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items 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 - 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] Alg - Mijnsteen (0-35) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=140.05 SoilStressTableTauCharacteristic=140.05 SoilStressTableTauMean=140.05 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - DIJKSMATERIAAL 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.80 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=13.91 SoilStressTableTau=8.81 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=57.50 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=57 [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 - 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] 8 - Number of soilgroups pleisto kreft hv gork li gork zw dijks cunet zand [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] 14 [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 14 - 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 [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] 3.50 = Diketable Height [m] -3.66 = X co-ordinate indicating start of zone [m] -10.00 = Boundary of M.H.W influence at X [m] -7.00 = Boundary of M.H.W influence at Y [m] 1.17 = Required safety in zone 1a 1.17 = 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] 2.50 = 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]