Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 25-Mar-14 TIME : 13:10:04 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DR13b_DV07_dijkpaal25_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] 11 = number of items [SOIL] Pleistoceen (4) SoilColor=9764853 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] 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 (1) 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=15.83 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=2.87 SoilStdPhi=2.87 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] Hollandveen naast (3) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=9.85 SoilGamOvenDry=0.01 SoilGamWet=9.85 SoilRestSlope=0 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] Dijksmaat OBO (1) 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=0.58 SoilStdPhi=0.85 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] Hollandveen onder (1) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamOvenDry=0.01 SoilGamWet=10.00 SoilRestSlope=0 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=1.32 SoilStdPhi=1.52 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] stortsteen (1) 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=40.00 SoilDilatancy=40.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=stortsteen, 30 grad 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 van Calais naast (1) 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=0.22 SoilStdPhi=0.62 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 (1) 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=1.22 SoilStdPhi=1.18 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=5866717 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_Pleistoceen (3) SoilColor=5866717 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] 98 - Number of geometry points - 1 -40.000 0.500 0.000 2 50.000 -1.000 0.000 3 -40.000 -5.850 0.000 4 -0.409 0.100 0.000 5 -0.414 0.594 0.000 6 50.000 -2.500 0.000 7 -40.000 -2.500 0.000 8 2.265 -1.000 0.000 9 3.265 -1.190 0.000 10 4.265 -1.440 0.000 11 5.265 -1.760 0.000 12 6.265 -2.260 0.000 13 5.450 -1.700 0.000 14 5.970 -1.960 0.000 15 7.490 -2.242 0.000 16 8.390 -1.920 0.000 17 9.334 -1.600 0.000 18 10.560 -0.740 0.000 19 18.240 -0.830 0.000 20 26.030 -0.830 0.000 21 29.760 -0.880 0.000 22 30.250 -1.120 0.000 23 30.660 -1.210 0.000 24 31.270 -1.100 0.000 25 31.580 -0.850 0.000 26 36.090 -0.840 0.000 27 50.000 -0.840 0.000 28 -40.000 -3.070 0.000 29 -10.620 -3.000 0.000 30 -6.880 -5.750 0.000 31 0.200 -5.750 0.000 32 -40.000 -5.250 0.000 33 -10.620 -5.250 0.000 34 50.000 -1.600 0.000 35 3.207 -0.847 0.000 36 -40.000 -4.250 0.000 37 50.000 -4.200 0.000 38 -8.860 -4.256 0.000 39 2.276 -4.164 0.000 40 -40.000 -1.700 0.000 41 -34.140 -1.670 0.000 42 -26.070 -1.740 0.000 43 -22.650 -1.650 0.000 44 -19.730 -1.590 0.000 45 -15.700 -1.270 0.000 46 -10.620 -0.680 0.000 47 -6.870 0.080 0.000 48 -3.720 1.370 0.000 49 -2.900 1.520 0.000 50 -2.899 1.720 0.000 51 -1.908 1.696 0.000 52 -1.260 1.720 0.000 53 -0.411 1.690 0.000 54 -0.410 1.490 0.000 55 0.000 1.370 0.000 56 2.430 -0.350 0.000 57 4.900 -0.990 0.000 58 -15.300 -1.940 0.000 59 -10.830 -1.380 0.000 60 -2.040 1.540 0.000 61 -1.260 1.520 0.000 62 0.200 -3.000 0.000 63 2.730 -5.200 0.000 64 50.000 -5.200 0.000 65 -6.910 -8.000 0.000 66 0.200 -8.000 0.000 67 -40.000 -8.000 0.000 68 2.730 -7.900 0.000 69 50.000 -7.900 0.000 70 -40.000 -17.000 0.000 71 50.000 -17.000 0.000 72 -40.000 0.500 0.000 73 -5.842 0.500 0.000 74 -4.786 -0.190 0.000 75 -3.718 -0.146 0.000 76 -1.860 -0.237 0.000 77 -0.041 -0.403 0.000 78 1.434 -0.598 0.000 79 2.678 -0.772 0.000 80 4.902 -1.000 0.000 81 50.000 -1.000 0.000 82 -40.000 -1.800 0.000 83 50.000 -1.800 0.000 84 -40.000 1.000 0.000 85 -4.548 1.000 0.000 86 -3.758 0.362 0.000 87 -1.910 0.278 0.000 88 -0.046 0.087 0.000 89 1.514 -0.247 0.000 90 2.752 -0.555 0.000 91 50.000 -1.300 0.000 92 -40.000 -1.300 0.000 93 -40.000 -0.300 0.000 94 -8.786 -0.300 0.000 95 -7.718 -0.250 0.000 96 -40.000 -2.500 0.000 97 50.000 -2.500 0.000 98 50.000 -1.000 0.000 [END OF POINTS] [CURVES] 86 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 38 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 30 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 39 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 13 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 30 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 34 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 38 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 37 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 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 50 51 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 13 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 58 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 46 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 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 54 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 62 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 13 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 63 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 65 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 63 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 65 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 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 70 71 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 80 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 91 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 74 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 80 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 98 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 91 [END OF CURVES] [BOUNDARIES] 15 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 61 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 58 56 59 60 2 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 58 56 57 54 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 21 55 56 57 54 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 21 22 18 53 54 5 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 21 22 18 19 26 6 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 21 22 18 19 20 1 2 3 4 23 7 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 21 22 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 8 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 24 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 24 25 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 10 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 15 16 25 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 11 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 15 51 52 1 2 3 4 5 6 7 8 9 10 11 12 13 14 12 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 27 28 29 30 31 45 46 47 33 34 35 48 49 50 41 42 43 44 1 2 3 4 5 6 7 8 9 10 11 12 13 14 13 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 27 28 29 30 31 45 46 47 33 34 35 36 37 38 39 40 41 42 43 44 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1 2 3 4 5 6 7 8 9 10 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] 6 - Number of piezometric level lines - 1 - PlLine number 9 - number of curves on PlLine, next line(s) are curvenumbers 66 67 62 63 64 65 68 69 70 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 71 3 - PlLine number 9 - number of curves on PlLine, next line(s) are curvenumbers 72 73 74 75 76 77 78 85 86 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 79 5 - PlLine number 10 - number of curves on PlLine, next line(s) are curvenumbers 81 82 83 62 63 64 65 84 85 86 6 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 80 [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 (3) 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 Klei van Calais naast (1) 99 - Piezometric level line at top of layer 99 - 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 (1) 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 Klei van Calais onder (1) 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 Hollandveen naast (3) 6 - 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 Hollandveen naast (3) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Duinkerke 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 Hollandveen naast (3) 6 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer Hollandveen onder (1) 6 - 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 naast (3) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer Hollandveen onder (1) 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 Dijksmaat OBO (1) 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 Verkeer (20) 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 stortsteen (1) 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 Omringkade Marken dp25, nwe bodem, cphi [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 [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 0 100 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 0 100 100 100 100 100 100 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 0 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 0.000 5.000 10 X-direction 5.000 10.000 10 Y-direction -1.000 -6.000 12 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, 30 grad 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] 10 [LIFT SLIP DATA] 0.000 5.000 10 X-direction Left 5.000 10.000 10 Y-direction Left 5.000 10.000 10 X-direction Right 5.000 10.000 10 Y-direction Right -6.000 -2.000 10 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 10 Number of tangentlines -6.000 -5.556 -5.111 -4.667 -4.222 -3.778 -3.333 -2.889 -2.444 -2.000 [EXTERNAL WATER LEVELS] 1 = Water data used 0.50 = Design level 0.20 = Decimate height 4 norm = 1/1250 2 = number of items MHW+0,5m 4 = Phreatic line 1.00 = Level Piezo lines 14 - Number of layers 4 4 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 6 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 Streefpeil 6 = Phreatic line -0.30 = Level Piezo lines 14 - Number of layers 6 6 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 6 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 [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 449.00 = 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] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]