Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:44 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DR13b_DV13_dp48_UpliftVan zonder opbarsten.sti CREATED BY : D-Geo Stability version 10.1.1.1 ========================== 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] Zand van Calais SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=36.65 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.32 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Klei van Calais naast SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.70 SoilGamOvenDry=0.01 SoilGamWet=14.70 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.02 SoilPhi=29.01 SoilDilatancy=21.89 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-CN SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.25 SoilStdPhi=0.70 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=20 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=20 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Klei van Calais onder SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.70 SoilGamOvenDry=0.01 SoilGamWet=16.70 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=8.94 SoilPhi=22.32 SoilDilatancy=21.89 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-CO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.31 SoilStdPhi=1.28 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Hollandveen naast (2) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=9.85 SoilGamOvenDry=0.01 SoilGamWet=9.85 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=4.44 SoilPhi=13.48 SoilDilatancy=19.99 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-HVN SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.46 SoilStdPhi=1.53 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=31 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=31 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Hollandveen onder SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamOvenDry=0.01 SoilGamWet=10.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=16.39 SoilPhi=10.28 SoilDilatancy=17.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-HVO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.51 SoilStdPhi=1.73 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=30 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=30 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Duinkerke naast SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.20 SoilGamOvenDry=0.01 SoilGamWet=13.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=42.87 SoilDilatancy=15.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=NH - Duinkerke(klei) - N SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=10.42 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=19 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=19 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Duinkerke onder SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.80 SoilGamOvenDry=0.01 SoilGamWet=13.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=13.20 SoilPhi=18.83 SoilDilatancy=15.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-DUO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=2.48 SoilStdPhi=2.48 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=30 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=30 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Dijksmaat OBO SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.10 SoilGamOvenDry=0.01 SoilGamWet=15.10 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=5.39 SoilPhi=30.20 SoilDilatancy=20.06 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-OBO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.80 SoilStdPhi=1.17 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=26 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=26 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] stortsteen SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=25.00 SoilGamOvenDry=0.01 SoilGamWet=25.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=44.51 SoilDilatancy=40.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=stortsteen, grad 30 SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.51 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Klei dijk boven SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamOvenDry=0.01 SoilGamWet=16.50 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=3.65 SoilPhi=26.79 SoilDilatancy=20.06 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-OBO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.00 SoilStdPhi=3.49 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Zand dijk SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.42 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=2.88 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Verkeer (20) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=66.50 SoilGamOvenDry=0.01 SoilGamWet=66.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 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 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_Zand van Calais SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=36.65 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.32 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 118 - Number of geometry points - 1 50.000 -2.250 0.000 2 50.000 -4.500 0.000 3 44.461 -1.800 0.000 4 45.200 -2.240 0.000 5 46.063 -1.800 0.000 6 46.750 -1.450 0.000 7 47.310 -0.930 0.000 8 49.500 -0.620 0.000 9 50.000 -0.600 0.000 10 16.700 -1.800 0.000 11 24.400 -1.800 0.000 12 -40.000 -3.350 0.000 13 -19.820 -3.350 0.000 14 -11.440 -4.500 0.000 15 13.404 -4.500 0.000 16 -40.000 -4.500 0.000 17 -3.060 -5.650 0.000 18 12.000 -5.650 0.000 19 -40.000 -5.650 0.000 20 -19.820 -5.650 0.000 21 50.000 -1.800 0.000 22 -20.000 0.110 0.000 23 13.100 -0.210 0.000 24 17.000 -0.250 0.000 25 50.000 -0.250 0.000 26 -20.000 0.610 0.000 27 17.000 0.000 0.000 28 -20.000 -0.890 0.000 29 17.000 -0.750 0.000 30 50.000 -0.750 0.000 31 50.000 0.000 0.000 32 -40.000 -1.540 0.000 33 -19.820 -1.360 0.000 34 -16.200 -0.762 0.000 35 -15.500 -0.509 0.000 36 -14.800 -0.229 0.000 37 -14.000 0.077 0.000 38 -13.000 -0.268 0.000 39 -10.100 0.055 0.000 40 -9.559 0.058 0.000 41 -7.400 0.070 0.000 42 -0.292 1.420 0.000 43 0.000 1.488 0.000 44 0.250 1.493 0.000 45 0.250 1.693 0.000 46 2.750 1.740 0.000 47 2.750 1.540 0.000 48 3.000 1.545 0.000 49 7.346 1.001 0.000 50 7.900 0.932 0.000 51 12.800 -0.293 0.000 52 15.300 -0.607 0.000 53 16.400 -1.041 0.000 54 16.400 -1.080 0.000 55 16.700 -1.521 0.000 56 24.400 -1.487 0.000 57 25.200 -0.682 0.000 58 29.720 -0.830 0.000 59 39.300 -0.610 0.000 60 41.460 -0.640 0.000 61 43.530 -1.080 0.000 62 44.260 -1.680 0.000 63 -19.150 -1.740 0.000 64 -12.320 -0.830 0.000 65 -40.000 -2.250 0.000 66 -19.820 -2.250 0.000 67 -9.559 -0.442 0.000 68 -7.400 -0.430 0.000 69 0.000 0.988 0.000 70 3.000 1.045 0.000 71 6.442 0.621 0.000 72 -7.239 -1.700 0.000 73 -0.003 -1.700 0.000 74 7.900 0.432 0.000 75 12.800 -0.793 0.000 76 15.300 -1.107 0.000 77 16.400 -1.508 0.000 78 -3.173 -3.000 0.000 79 12.000 -3.000 0.000 80 -3.060 -3.600 0.000 81 12.000 -3.600 0.000 82 16.700 -5.500 0.000 83 24.400 -5.500 0.000 84 50.000 -5.500 0.000 85 -3.060 -7.500 0.000 86 12.000 -7.500 0.000 87 -40.000 -7.500 0.000 88 16.700 -7.500 0.000 89 24.400 -7.500 0.000 90 50.000 -7.500 0.000 91 -40.000 -8.000 0.000 92 16.700 -8.000 0.000 93 24.400 -8.000 0.000 94 50.000 -8.000 0.000 95 -40.000 -15.000 0.000 96 50.000 -15.000 0.000 97 -40.000 0.480 0.000 98 -5.230 0.480 0.000 99 -4.750 0.100 0.000 100 3.621 -0.337 0.000 101 4.853 -0.965 0.000 102 16.300 -1.000 0.000 103 50.000 -1.000 0.000 104 -40.000 0.980 0.000 105 -2.500 0.980 0.000 106 -2.000 0.600 0.000 107 4.667 0.017 0.000 108 5.688 -0.853 0.000 109 -40.000 -0.300 0.000 110 -10.650 -0.289 0.000 111 3.213 -0.515 0.000 112 4.000 -0.979 0.000 113 -40.000 -1.800 0.000 114 50.000 -1.800 0.000 115 -40.000 -1.300 0.000 116 50.000 -1.300 0.000 117 -40.000 -2.500 0.000 118 50.000 -2.500 0.000 [END OF POINTS] [CURVES] 111 - 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 10 11 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 3 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 13 14 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 10 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 14 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 17 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 15 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 17 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 2 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 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 46 47 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 3 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 63 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 40 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 63 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 47 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 67 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 49 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 72 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 71 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 74 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 55 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 78 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 77 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 10 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 80 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 10 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 80 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 82 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 85 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 82 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 85 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 88 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 102 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 102 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 [END OF CURVES] [BOUNDARIES] 23 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 93 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 90 91 92 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 86 84 87 88 89 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 86 84 85 81 82 4 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 17 83 84 85 81 82 5 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 17 18 15 80 81 82 6 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 17 18 15 16 20 7 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 17 18 15 16 12 7 8 1 2 19 8 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 17 18 15 16 12 7 8 1 2 3 4 5 6 9 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 13 14 15 16 12 7 8 1 2 3 4 5 6 10 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 13 11 12 7 8 1 2 3 4 5 6 11 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 9 10 11 12 7 8 1 2 3 4 5 6 12 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 9 79 77 78 7 8 1 2 3 4 5 6 13 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 55 76 77 78 7 8 1 2 3 4 5 6 14 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 55 72 73 75 7 8 1 2 3 4 5 6 15 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 55 72 73 74 71 44 45 46 47 48 49 50 51 1 2 3 4 5 6 16 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 55 64 65 66 67 68 69 70 71 44 45 46 47 48 49 50 51 1 2 3 4 5 6 17 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 55 64 65 66 63 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 18 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 55 56 53 58 59 60 61 62 63 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 19 - Boundary number 31 - number of curves on boundary, next line(s) are curvenumbers 55 56 53 54 29 30 31 32 57 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 20 - Boundary number 33 - number of curves on boundary, next line(s) are curvenumbers 55 56 53 54 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 21 - Boundary number 33 - number of curves on boundary, next line(s) are curvenumbers 21 52 53 54 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 22 - Boundary number 37 - number of curves on boundary, next line(s) are curvenumbers 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 [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] 6 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 94 95 96 97 98 99 2 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 100 101 102 103 104 99 3 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 105 106 107 108 99 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 109 5 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 110 6 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 111 [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_Zand van Calais 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 WL_Zand van Calais 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei van Calais naast 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei van Calais naast 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei van Calais onder 99 - Piezometric level line at top of layer 2 - 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 Hollandveen naast (2) 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 (2) 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 Duinkerke naast 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer Hollandveen naast (2) 1 - 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 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 Hollandveen naast (2) 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 Hollandveen onder 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - Layer number, next line is material of layer Duinkerke naast 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 Duinkerke onder 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer Duinkerke naast 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer Dijksmaat OBO 1 - Piezometric level line at top of layer 1 - 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 Klei dijk boven 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - Layer number, next line is material of layer Zand dijk 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer 19 - Layer number, next line is material of layer Klei dijk boven 1 - Piezometric level line at top of layer 1 - 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 Verkeer (20) 1 - Piezometric level line at top of layer 1 - 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 Klei dijk boven 1 - Piezometric level line at top of layer 1 - 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 stortsteen 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] Nadere toetsing Noordkade Marken 2011 DP 48, macrostabiliteit binnenwaarts Toetspeil +0,5m, stijghoogte 1e w.v.p. -0,24m [MODEL] 4 : Uplift Van 1 : C phi 1 : Probabilistic on 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [FORBIDDEN LINES] 1 - Forbidden lines 1 5.00 1.30 - X1 Y1 15.00 -0.50 - X2 Y2 [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 0 100 17 100 100 100 100 100 100 16 100 100 100 100 100 100 100 15 100 100 100 0 100 100 100 100 14 100 100 100 100 100 100 100 100 100 13 100 100 100 0 100 100 100 100 100 100 12 100 100 100 100 100 100 100 100 100 100 100 11 100 100 100 0 100 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 100 100 100 100 9 100 100 100 0 100 100 100 100 100 100 100 100 100 100 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 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 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] 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100 100 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] 8.000 16.000 8 X-direction 2.000 10.000 8 Y-direction -2.500 -8.000 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 0 = number of items [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] 10 = number of items [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=0 [END OF STRESS CURVE] [STRESS CURVE] MA-CN 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.55 SoilStressTableTauCharacteristic=0.69 SoilStressTableTauMean=1.97 [END OF POINT] [POINT] SoilStressTableSigma=17.90 SoilStressTableTau=7.52 SoilStressTableTauCharacteristic=8.35 SoilStressTableTauMean=9.93 [END OF POINT] [POINT] SoilStressTableSigma=28.78 SoilStressTableTau=11.75 SoilStressTableTauCharacteristic=13.01 SoilStressTableTauMean=14.77 [END OF POINT] [POINT] SoilStressTableSigma=39.67 SoilStressTableTau=15.50 SoilStressTableTauCharacteristic=17.13 SoilStressTableTauMean=19.64 [END OF POINT] [POINT] SoilStressTableSigma=50.55 SoilStressTableTau=21.03 SoilStressTableTauCharacteristic=23.21 SoilStressTableTauMean=25.43 [END OF POINT] [POINT] SoilStressTableSigma=61.43 SoilStressTableTau=25.37 SoilStressTableTauCharacteristic=27.98 SoilStressTableTauMean=31.21 [END OF POINT] [POINT] SoilStressTableSigma=72.31 SoilStressTableTau=27.87 SoilStressTableTauCharacteristic=30.74 SoilStressTableTauMean=36.54 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-CO 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.61 SoilStressTableTauCharacteristic=3.26 SoilStressTableTauMean=3.62 [END OF POINT] [POINT] SoilStressTableSigma=22.42 SoilStressTableTau=10.49 SoilStressTableTauCharacteristic=11.93 SoilStressTableTauMean=12.94 [END OF POINT] [POINT] SoilStressTableSigma=33.68 SoilStressTableTau=14.44 SoilStressTableTauCharacteristic=16.28 SoilStressTableTauMean=17.62 [END OF POINT] [POINT] SoilStressTableSigma=44.93 SoilStressTableTau=18.43 SoilStressTableTauCharacteristic=20.66 SoilStressTableTauMean=22.37 [END OF POINT] [POINT] SoilStressTableSigma=56.19 SoilStressTableTau=22.26 SoilStressTableTauCharacteristic=24.87 SoilStressTableTauMean=27.13 [END OF POINT] [POINT] SoilStressTableSigma=67.44 SoilStressTableTau=25.58 SoilStressTableTauCharacteristic=28.53 SoilStressTableTauMean=31.86 [END OF POINT] [POINT] SoilStressTableSigma=78.69 SoilStressTableTau=29.00 SoilStressTableTauCharacteristic=32.29 SoilStressTableTauMean=37.79 [END OF POINT] [POINT] SoilStressTableSigma=89.95 SoilStressTableTau=33.15 SoilStressTableTauCharacteristic=36.85 SoilStressTableTauMean=43.35 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-HVO 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=6.76 SoilStressTableTauCharacteristic=8.45 SoilStressTableTauMean=9.56 [END OF POINT] [POINT] SoilStressTableSigma=14.68 SoilStressTableTau=12.40 SoilStressTableTauCharacteristic=14.94 SoilStressTableTauMean=16.29 [END OF POINT] [POINT] SoilStressTableSigma=19.97 SoilStressTableTau=14.44 SoilStressTableTauCharacteristic=17.28 SoilStressTableTauMean=18.72 [END OF POINT] [POINT] SoilStressTableSigma=25.26 SoilStressTableTau=16.33 SoilStressTableTauCharacteristic=19.45 SoilStressTableTauMean=21.31 [END OF POINT] [POINT] SoilStressTableSigma=30.55 SoilStressTableTau=18.19 SoilStressTableTauCharacteristic=21.60 SoilStressTableTauMean=23.83 [END OF POINT] [POINT] SoilStressTableSigma=35.84 SoilStressTableTau=18.68 SoilStressTableTauCharacteristic=22.15 SoilStressTableTauMean=24.93 [END OF POINT] [POINT] SoilStressTableSigma=41.13 SoilStressTableTau=19.95 SoilStressTableTauCharacteristic=23.62 SoilStressTableTauMean=26.88 [END OF POINT] [POINT] SoilStressTableSigma=46.42 SoilStressTableTau=20.80 SoilStressTableTauCharacteristic=24.60 SoilStressTableTauMean=27.29 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-HVN 6 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=7.40 SoilStressTableTau=3.37 SoilStressTableTauCharacteristic=5.51 SoilStressTableTauMean=7.18 [END OF POINT] [POINT] SoilStressTableSigma=9.94 SoilStressTableTau=6.13 SoilStressTableTauCharacteristic=8.68 SoilStressTableTauMean=9.88 [END OF POINT] [POINT] SoilStressTableSigma=12.48 SoilStressTableTau=8.54 SoilStressTableTauCharacteristic=11.45 SoilStressTableTauMean=12.47 [END OF POINT] [POINT] SoilStressTableSigma=15.03 SoilStressTableTau=10.35 SoilStressTableTauCharacteristic=13.53 SoilStressTableTauMean=15.05 [END OF POINT] [POINT] SoilStressTableSigma=17.57 SoilStressTableTau=10.85 SoilStressTableTauCharacteristic=14.10 SoilStressTableTauMean=17.09 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-OBO 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=6.58 [END OF POINT] [POINT] SoilStressTableSigma=20.58 SoilStressTableTau=9.48 SoilStressTableTauCharacteristic=10.74 SoilStressTableTauMean=14.87 [END OF POINT] [POINT] SoilStressTableSigma=30.56 SoilStressTableTau=14.57 SoilStressTableTauCharacteristic=16.34 SoilStressTableTauMean=18.89 [END OF POINT] [POINT] SoilStressTableSigma=40.55 SoilStressTableTau=18.12 SoilStressTableTauCharacteristic=20.24 SoilStressTableTauMean=22.65 [END OF POINT] [POINT] SoilStressTableSigma=50.51 SoilStressTableTau=21.84 SoilStressTableTauCharacteristic=24.33 SoilStressTableTauMean=26.42 [END OF POINT] [POINT] SoilStressTableSigma=60.49 SoilStressTableTau=24.05 SoilStressTableTauCharacteristic=26.76 SoilStressTableTauMean=30.04 [END OF POINT] [POINT] SoilStressTableSigma=70.47 SoilStressTableTau=28.43 SoilStressTableTauCharacteristic=31.58 SoilStressTableTauMean=34.29 [END OF POINT] [POINT] SoilStressTableSigma=80.45 SoilStressTableTau=31.63 SoilStressTableTauCharacteristic=35.10 SoilStressTableTauMean=37.80 [END OF POINT] [POINT] SoilStressTableSigma=90.43 SoilStressTableTau=34.21 SoilStressTableTauCharacteristic=37.94 SoilStressTableTauMean=41.25 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-DUO 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.26 SoilStressTableTauCharacteristic=0.33 SoilStressTableTauMean=3.00 [END OF POINT] [POINT] SoilStressTableSigma=20.86 SoilStressTableTau=10.35 SoilStressTableTauCharacteristic=11.43 SoilStressTableTauMean=14.73 [END OF POINT] [POINT] SoilStressTableSigma=29.77 SoilStressTableTau=14.66 SoilStressTableTauCharacteristic=16.17 SoilStressTableTauMean=19.74 [END OF POINT] [POINT] SoilStressTableSigma=38.68 SoilStressTableTau=18.36 SoilStressTableTauCharacteristic=20.24 SoilStressTableTauMean=23.69 [END OF POINT] [POINT] SoilStressTableSigma=47.59 SoilStressTableTau=21.91 SoilStressTableTauCharacteristic=24.14 SoilStressTableTauMean=27.75 [END OF POINT] [POINT] SoilStressTableSigma=56.50 SoilStressTableTau=26.22 SoilStressTableTauCharacteristic=28.88 SoilStressTableTauMean=31.78 [END OF POINT] [POINT] SoilStressTableSigma=65.42 SoilStressTableTau=28.82 SoilStressTableTauCharacteristic=31.75 SoilStressTableTauMean=35.24 [END OF POINT] [POINT] SoilStressTableSigma=74.33 SoilStressTableTau=31.47 SoilStressTableTauCharacteristic=34.65 SoilStressTableTauMean=38.43 [END OF POINT] [POINT] SoilStressTableSigma=83.24 SoilStressTableTau=34.52 SoilStressTableTauCharacteristic=38.01 SoilStressTableTauMean=43.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] NH - Duinkerke(klei) - N 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.79 SoilStressTableTauCharacteristic=0.99 SoilStressTableTauMean=3.35 [END OF POINT] [POINT] SoilStressTableSigma=30.00 SoilStressTableTau=11.86 SoilStressTableTauCharacteristic=13.17 SoilStressTableTauMean=14.89 [END OF POINT] [POINT] SoilStressTableSigma=150.00 SoilStressTableTau=50.17 SoilStressTableTauCharacteristic=55.29 SoilStressTableTauMean=59.62 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Btw - IJ - Basisveen 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=6.50 SoilStressTableTau=5.49 SoilStressTableTauCharacteristic=5.49 SoilStressTableTauMean=5.49 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=11.12 SoilStressTableTauCharacteristic=11.12 SoilStressTableTauMean=11.12 [END OF POINT] [POINT] SoilStressTableSigma=28.50 SoilStressTableTau=16.75 SoilStressTableTauCharacteristic=16.75 SoilStressTableTauMean=16.75 [END OF POINT] [POINT] SoilStressTableSigma=43.50 SoilStressTableTau=22.34 SoilStressTableTauCharacteristic=22.34 SoilStressTableTauMean=22.34 [END OF POINT] [POINT] SoilStressTableSigma=60.50 SoilStressTableTau=27.83 SoilStressTableTauCharacteristic=27.83 SoilStressTableTauMean=27.83 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=33.44 SoilStressTableTauCharacteristic=33.44 SoilStressTableTauMean=33.44 [END OF POINT] [POINT] SoilStressTableSigma=101.50 SoilStressTableTau=39.04 SoilStressTableTauCharacteristic=39.04 SoilStressTableTauMean=39.04 [END OF POINT] [POINT] SoilStressTableSigma=125.00 SoilStressTableTau=44.65 SoilStressTableTauCharacteristic=44.65 SoilStressTableTauMean=44.65 [END OF POINT] [POINT] SoilStressTableSigma=150.00 SoilStressTableTau=50.19 SoilStressTableTauCharacteristic=50.19 SoilStressTableTauMean=50.19 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] stortsteen, grad 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=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 13 [LIFT SLIP DATA] 0.000 5.000 10 X-direction Left 5.000 10.000 10 Y-direction Left 15.000 20.000 10 X-direction Right 5.000 10.000 10 Y-direction Right -7.500 -3.500 10 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 10 Number of tangentlines -7.500 -7.056 -6.611 -6.167 -5.722 -5.278 -4.833 -4.389 -3.944 -3.500 [EXTERNAL WATER LEVELS] 1 = Water data used 0.48 = Design level 0.20 = Decimate height 4 norm = 1/1250 2 = number of items MHW+0,50 m 3 = Phreatic line 0.98 = Level Piezo lines 22 - Number of layers 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 99 4 = Pl-top and pl-bottom 99 4 = Pl-top and pl-bottom 99 4 = Pl-top and pl-bottom 3 99 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 99 = Pl-top and pl-bottom 3 99 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom MHW-1,00 m 5 = Phreatic line -0.30 = Level Piezo lines 22 - Number of layers 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 99 6 = Pl-top and pl-bottom 99 6 = Pl-top and pl-bottom 99 6 = Pl-top and pl-bottom 5 99 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 99 = Pl-top and pl-bottom 5 99 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom [MODEL FACTOR] 0.92 = Limit value stability factor 0.05 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 482.00 = 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=0.92 LimitValueBishopStdDev=0.05 LimitValueBishopDistribution=3 LimitValueVanMean=0.87 LimitValueVanStdDev=0.05 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 1.42 = Diketable Height [m] -1.29 = X co-ordinate indicating start of zone [m] 1.71 = Boundary of M.H.W influence at X [m] -4.50 = Boundary of M.H.W influence at Y [m] 1.10 = Required safety in zone 1a 1.10 = Required safety in zone 1b 1.03 = Required safety in zone 2a 1.03 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 1.00 = Required safety in zone 3a 1.00 = 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]