Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 25-Mar-14 TIME : 13:10:03 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DV62_54.875_55.3 STBI-UpliftVan RA_130529.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] 10 = number of items [SOIL] 8 Zand (1) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.07 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO 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=4.20 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] 7 Klei Calais SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.20 SoilGamOvenDry=0.01 SoilGamWet=17.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=7.70 SoilPhi=21.68 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO 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=1.83 SoilStdPhi=3.11 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=18 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=18 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] 4veen SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.87 SoilGamOvenDry=0.01 SoilGamWet=10.87 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=17.79 SoilPhi=27.16 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-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=7.26 SoilStdPhi=3.54 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=8 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=8 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] 2 Klei,duinkerke SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.82 SoilGamOvenDry=0.01 SoilGamWet=17.82 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=7.84 SoilPhi=20.66 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUOklei 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=4.65 SoilStdPhi=3.38 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=11 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=11 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] 3 Zand van Duinkerke SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.06 SoilGamOvenDry=0.01 SoilGamWet=18.06 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=5.64 SoilPhi=22.05 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-OAO 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=2.24 SoilStdPhi=0.57 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=5 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=5 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] OB (1) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.27 SoilGamOvenDry=0.01 SoilGamWet=18.27 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=3.30 SoilPhi=25.81 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-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=1.05 SoilStdPhi=1.48 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=24 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=24 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] 4n veen SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.74 SoilGamOvenDry=0.01 SoilGamWet=10.74 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.91 SoilPhi=25.79 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-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=1.77 SoilStdPhi=1.68 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] 7n Klei Calais SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.20 SoilGamOvenDry=0.01 SoilGamWet=18.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.63 SoilPhi=19.74 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO 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=2.38 SoilStdPhi=3.27 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=11 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=11 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_8 Zand SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.07 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO 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=4.20 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] WL_3 Zand van Duinkerke SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.06 SoilGamOvenDry=0.01 SoilGamWet=18.06 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=5.64 SoilPhi=22.05 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-OAO 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=2.24 SoilStdPhi=0.57 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=5 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=5 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] 208 - Number of geometry points - 1 -9.000 0.860 0.000 2 0.000 4.720 0.000 3 2.500 4.850 0.000 4 41.000 1.020 0.000 5 41.500 1.020 0.000 6 59.500 0.930 0.000 7 -20.000 0.700 0.000 8 60.000 -2.500 0.000 9 -20.000 -0.200 0.000 10 60.000 -1.000 0.000 11 60.000 0.200 0.000 12 -20.000 -2.100 0.000 13 -9.358 -2.100 0.000 14 15.500 -2.500 0.000 15 60.000 -2.563 0.000 16 0.000 -2.100 0.000 17 5.000 -2.100 0.000 18 -20.000 -3.000 0.000 19 -9.000 -3.000 0.000 20 0.000 -3.000 0.000 21 5.000 -3.000 0.000 22 15.500 -3.000 0.000 23 60.000 -3.000 0.000 24 -20.000 -4.000 0.000 25 -9.000 -4.000 0.000 26 0.000 -4.000 0.000 27 5.000 -4.000 0.000 28 -20.000 -4.600 0.000 29 -9.000 -4.600 0.000 30 0.000 -4.600 0.000 31 5.000 -4.600 0.000 32 15.500 -4.100 0.000 33 60.000 -4.100 0.000 34 60.000 -16.300 0.000 35 -20.000 -20.000 0.000 36 60.000 -20.000 0.000 37 15.503 -1.600 0.000 38 15.506 -2.500 0.000 39 15.507 -3.000 0.000 40 15.509 -4.100 0.000 41 -20.000 -10.000 0.000 42 15.500 -11.450 0.000 43 60.000 -16.600 0.000 44 60.000 -17.300 0.000 45 60.000 -17.700 0.000 46 60.000 -11.450 0.000 47 15.522 -11.450 0.000 48 -20.000 -16.600 0.000 49 -20.000 -17.300 0.000 50 -20.000 -17.700 0.000 51 -20.000 0.680 0.000 52 60.000 0.680 0.000 53 -9.000 2.450 0.000 54 12.125 -1.761 0.000 55 -20.000 -0.700 0.000 56 -19.500 -0.560 0.000 57 -19.000 -0.500 0.000 58 -18.500 -0.380 0.000 59 -18.000 -0.310 0.000 60 -17.633 -0.200 0.000 61 -17.500 -0.160 0.000 62 -17.000 -0.030 0.000 63 -16.500 0.050 0.000 64 -16.000 0.080 0.000 65 -15.500 0.080 0.000 66 -15.000 0.100 0.000 67 -14.500 0.120 0.000 68 -14.000 0.220 0.000 69 -13.500 0.220 0.000 70 -13.000 0.280 0.000 71 -12.500 0.270 0.000 72 -12.000 0.330 0.000 73 -11.500 0.360 0.000 74 -11.000 0.460 0.000 75 -10.500 0.460 0.000 76 -10.008 0.618 0.000 77 -10.000 0.620 0.000 78 -9.500 0.860 0.000 79 -8.500 1.180 0.000 80 -8.000 1.320 0.000 81 -7.500 1.650 0.000 82 -7.000 1.850 0.000 83 -6.500 2.200 0.000 84 -6.000 2.390 0.000 85 -5.500 2.460 0.000 86 -5.000 2.720 0.000 87 -4.500 2.960 0.000 88 -4.000 3.150 0.000 89 -3.500 3.510 0.000 90 -3.000 3.680 0.000 91 -2.500 3.800 0.000 92 -2.000 3.990 0.000 93 -1.500 4.130 0.000 94 -1.000 4.490 0.000 95 -0.562 4.656 0.000 96 0.000 4.750 0.000 97 0.500 4.720 0.000 98 0.650 4.750 0.000 99 1.000 4.820 0.000 100 1.500 4.830 0.000 101 4.000 4.820 0.000 102 4.500 4.810 0.000 103 5.000 4.760 0.000 104 5.500 4.710 0.000 105 6.000 4.530 0.000 106 6.500 4.300 0.000 107 7.000 4.300 0.000 108 7.500 4.140 0.000 109 8.000 3.980 0.000 110 8.500 3.710 0.000 111 9.000 3.600 0.000 112 9.500 3.310 0.000 113 10.000 3.220 0.000 114 10.500 3.060 0.000 115 11.000 2.930 0.000 116 11.500 2.700 0.000 117 12.000 2.520 0.000 118 12.500 2.200 0.000 119 13.000 1.940 0.000 120 13.500 1.940 0.000 121 14.000 1.820 0.000 122 14.500 1.770 0.000 123 15.000 1.740 0.000 124 15.500 1.730 0.000 125 16.000 1.720 0.000 126 16.500 1.720 0.000 127 17.000 1.720 0.000 128 17.500 1.740 0.000 129 18.000 1.730 0.000 130 18.500 1.690 0.000 131 19.000 1.550 0.000 132 19.500 1.480 0.000 133 20.000 1.440 0.000 134 20.500 1.250 0.000 135 21.000 1.220 0.000 136 21.500 1.130 0.000 137 22.000 1.110 0.000 138 22.500 1.070 0.000 139 23.000 1.030 0.000 140 23.500 1.010 0.000 141 24.000 0.940 0.000 142 24.500 0.900 0.000 143 25.000 0.860 0.000 144 25.500 0.830 0.000 145 26.000 0.810 0.000 146 26.500 0.780 0.000 147 27.000 0.650 0.000 148 28.415 -0.036 0.000 149 29.341 -0.922 0.000 150 29.663 -1.250 0.000 151 29.935 -1.600 0.000 152 30.507 -2.400 0.000 153 31.756 -2.400 0.000 154 32.173 -1.600 0.000 155 32.374 -1.250 0.000 156 32.777 -0.658 0.000 157 33.988 0.540 0.000 158 35.000 1.100 0.000 159 35.500 1.110 0.000 160 36.000 1.110 0.000 161 36.500 1.120 0.000 162 37.000 1.100 0.000 163 37.500 1.150 0.000 164 38.000 1.120 0.000 165 38.500 1.110 0.000 166 39.000 1.090 0.000 167 39.500 1.070 0.000 168 40.000 1.080 0.000 169 40.500 1.040 0.000 170 60.000 0.930 0.000 171 2.000 4.840 0.000 172 3.000 4.840 0.000 173 3.500 4.830 0.000 174 15.502 -1.250 0.000 175 -20.000 -1.476 0.000 176 -7.798 -0.200 0.000 177 -0.300 2.250 0.000 178 6.100 2.250 0.000 179 -5.576 -0.200 0.000 180 0.000 0.900 0.000 181 5.000 0.900 0.000 182 14.604 -1.386 0.000 183 0.000 -0.200 0.000 184 5.000 -0.200 0.000 185 17.418 -1.600 0.000 186 60.000 -1.250 0.000 187 60.000 -1.600 0.000 188 -20.000 -21.210 0.000 189 60.000 -21.210 0.000 190 -20.000 2.450 0.000 191 -7.150 2.450 0.000 192 -0.279 2.040 0.000 193 5.995 2.040 0.000 194 15.073 1.310 0.000 195 25.441 0.272 0.000 196 30.134 -2.000 0.000 197 60.000 -2.000 0.000 198 60.000 2.450 0.000 199 -0.245 1.685 0.000 200 6.177 1.436 0.000 201 26.604 0.645 0.000 202 60.000 0.645 0.000 203 -20.000 2.950 0.000 204 -7.150 2.950 0.000 205 -20.000 1.450 0.000 206 -7.150 1.450 0.000 207 60.000 2.950 0.000 208 60.000 1.450 0.000 [END OF POINTS] [CURVES] 189 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 38 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 15 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 14 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 39 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 22 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 30 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 40 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 33 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 47 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 47 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 46 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 54 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 37 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 16 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 171 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 173 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 101 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 174 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 150 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 178 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 174 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 179 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 180 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 180 181 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 182 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 182 174 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 183 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 183 184 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 184 182 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 182 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 174 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 185 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 185 151 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 186 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 187 169 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 188 189 170 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 191 171 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 191 192 172 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 192 193 173 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 193 194 174 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 194 195 175 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 195 196 176 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 196 197 177 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 198 178 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 199 179 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 199 200 180 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 200 201 181 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 201 202 182 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 203 204 183 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 204 192 184 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 205 206 185 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 206 192 186 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 203 207 187 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 205 208 188 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 203 199 189 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 205 199 [END OF CURVES] [BOUNDARIES] 19 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 169 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 27 25 26 2 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 15 16 17 18 19 24 26 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 15 16 17 18 19 20 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 10 23 20 5 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 10 22 3 6 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 6 7 8 9 10 22 3 7 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 5 2 3 8 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 28 29 21 3 9 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 28 29 165 166 126 127 128 168 10 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 28 29 165 166 126 127 128 129 167 11 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 28 29 165 166 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 12 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 28 29 164 150 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 13 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 1 30 4 28 163 159 150 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 14 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 151 155 160 161 162 159 150 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 15 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 151 155 156 157 158 159 150 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 16 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 151 152 153 154 150 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 17 - Boundary number 94 - number of curves on boundary, next line(s) are curvenumbers 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 145 146 147 148 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 149 150 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 18 - Boundary number 118 - number of curves on boundary, next line(s) are curvenumbers 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 145 146 147 148 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 19 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 19 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 19 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 9 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 170 171 172 173 174 175 176 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 177 3 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 178 179 180 181 4 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 182 183 172 173 174 175 176 5 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 184 185 172 173 174 175 176 6 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 186 7 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 187 8 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 188 179 180 181 9 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 189 179 180 181 [END OF PIEZO LINES] [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [END OF PHREATIC LINE] [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [END OF WORLD CO-ORDINATES] [LAYERS] 18 - Number of layers - 1 - Layer number, next line is material of layer WL_8 Zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer 7 Klei Calais 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 7n Klei Calais 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 4veen 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 4n veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer 2 Klei,duinkerke 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer 4veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer OB (1) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer OB (1) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer WL_3 Zand van Duinkerke 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer OB (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 WL_3 Zand van Duinkerke 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - Layer number, next line is material of layer WL_3 Zand van Duinkerke 3 - Piezometric level line at top of layer 3 - 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 WL_3 Zand van Duinkerke 3 - Piezometric level line at top of layer 3 - 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 OB (1) 3 - Piezometric level line at top of layer 3 - 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 3 Zand van Duinkerke 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer OB (1) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - Layer number, next line is material of layer OB (1) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] VNK Dijkring 21 Dijkvak 62 hmp 55.2 STBI UpliftVan [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 6.00 4.50 - X1 Y1 17.00 0.50 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 18 Number of layers 18 100 17 100 100 16 100 100 100 15 100 100 100 100 14 100 100 100 0 100 13 100 100 100 0 100 100 12 100 100 100 0 100 100 100 11 100 100 100 0 100 100 100 100 10 100 100 100 0 100 100 100 100 100 9 100 100 100 0 100 100 100 100 100 100 8 100 100 100 0 100 100 100 100 100 100 100 7 100 100 100 0 100 100 100 100 100 100 100 100 6 100 100 100 0 100 100 100 100 100 100 100 100 100 5 100 100 100 0 100 100 100 100 100 100 100 100 100 100 4 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 0 0 0 0 0 100 0 100 100 100 0 100 0 0 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 15.000 25.000 12 X-direction 8.000 18.000 12 Y-direction -4.000 -6.000 11 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Verkeersbelasting 13.30 = magnitude 2.00 4.50 = xstart and xend 45.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 12 = number of items [STRESS CURVE] Alg - Verkeersbelasting 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - Zand (0-30) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-HVO 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.30 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=16.80 [END OF POINT] [POINT] SoilStressTableSigma=26.41 SoilStressTableTau=17.60 SoilStressTableTauCharacteristic=20.67 SoilStressTableTauMean=31.20 [END OF POINT] [POINT] SoilStressTableSigma=36.83 SoilStressTableTau=22.86 SoilStressTableTauCharacteristic=26.72 SoilStressTableTauMean=36.88 [END OF POINT] [POINT] SoilStressTableSigma=47.26 SoilStressTableTau=25.66 SoilStressTableTauCharacteristic=29.94 SoilStressTableTauMean=41.60 [END OF POINT] [POINT] SoilStressTableSigma=57.68 SoilStressTableTau=30.93 SoilStressTableTauCharacteristic=35.99 SoilStressTableTauMean=47.99 [END OF POINT] [POINT] SoilStressTableSigma=68.11 SoilStressTableTau=35.32 SoilStressTableTauCharacteristic=41.04 SoilStressTableTauMean=52.77 [END OF POINT] [POINT] SoilStressTableSigma=78.53 SoilStressTableTau=38.72 SoilStressTableTauCharacteristic=44.95 SoilStressTableTauMean=57.82 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW_HVN 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=12.44 SoilStressTableTau=3.95 SoilStressTableTauCharacteristic=6.26 SoilStressTableTauMean=8.84 [END OF POINT] [POINT] SoilStressTableSigma=18.98 SoilStressTableTau=8.61 SoilStressTableTauCharacteristic=11.62 SoilStressTableTauMean=16.11 [END OF POINT] [POINT] SoilStressTableSigma=25.52 SoilStressTableTau=12.35 SoilStressTableTauCharacteristic=15.92 SoilStressTableTauMean=21.64 [END OF POINT] [POINT] SoilStressTableSigma=32.06 SoilStressTableTau=16.82 SoilStressTableTauCharacteristic=21.07 SoilStressTableTauMean=25.49 [END OF POINT] [POINT] SoilStressTableSigma=38.61 SoilStressTableTau=19.63 SoilStressTableTauCharacteristic=24.30 SoilStressTableTauMean=26.83 [END OF POINT] [POINT] SoilStressTableSigma=45.15 SoilStressTableTau=21.40 SoilStressTableTauCharacteristic=26.32 SoilStressTableTauMean=29.33 [END OF POINT] [POINT] SoilStressTableSigma=51.69 SoilStressTableTau=22.98 SoilStressTableTauCharacteristic=28.15 SoilStressTableTauMean=30.89 [END OF POINT] [POINT] SoilStressTableSigma=58.23 SoilStressTableTau=24.08 SoilStressTableTauCharacteristic=29.41 SoilStressTableTauMean=32.72 [END OF POINT] [POINT] SoilStressTableSigma=64.77 SoilStressTableTau=24.72 SoilStressTableTauCharacteristic=30.15 SoilStressTableTauMean=34.57 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-OBO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.62 [END OF POINT] [POINT] SoilStressTableSigma=23.70 SoilStressTableTau=11.44 SoilStressTableTauCharacteristic=12.80 SoilStressTableTauMean=14.98 [END OF POINT] [POINT] SoilStressTableSigma=34.38 SoilStressTableTau=16.92 SoilStressTableTauCharacteristic=18.83 SoilStressTableTauMean=20.55 [END OF POINT] [POINT] SoilStressTableSigma=45.05 SoilStressTableTau=20.97 SoilStressTableTauCharacteristic=23.29 SoilStressTableTauMean=25.60 [END OF POINT] [POINT] SoilStressTableSigma=55.72 SoilStressTableTau=24.89 SoilStressTableTauCharacteristic=27.59 SoilStressTableTauMean=30.46 [END OF POINT] [POINT] SoilStressTableSigma=66.40 SoilStressTableTau=29.30 SoilStressTableTauCharacteristic=32.45 SoilStressTableTauMean=35.43 [END OF POINT] [POINT] SoilStressTableSigma=77.07 SoilStressTableTau=33.51 SoilStressTableTauCharacteristic=37.08 SoilStressTableTauMean=40.37 [END OF POINT] [POINT] SoilStressTableSigma=87.75 SoilStressTableTau=37.34 SoilStressTableTauCharacteristic=41.29 SoilStressTableTauMean=45.11 [END OF POINT] [POINT] SoilStressTableSigma=98.42 SoilStressTableTau=40.82 SoilStressTableTauCharacteristic=45.12 SoilStressTableTauMean=49.96 [END OF POINT] [POINT] SoilStressTableSigma=109.09 SoilStressTableTau=45.88 SoilStressTableTauCharacteristic=50.69 SoilStressTableTauMean=57.07 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-OAO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.43 SoilStressTableTauCharacteristic=3.09 SoilStressTableTauMean=5.13 [END OF POINT] [POINT] SoilStressTableSigma=31.00 SoilStressTableTau=13.07 SoilStressTableTauCharacteristic=14.75 SoilStressTableTauMean=18.36 [END OF POINT] [POINT] SoilStressTableSigma=39.54 SoilStressTableTau=16.00 SoilStressTableTauCharacteristic=17.97 SoilStressTableTauMean=22.00 [END OF POINT] [POINT] SoilStressTableSigma=48.07 SoilStressTableTau=19.19 SoilStressTableTauCharacteristic=21.48 SoilStressTableTauMean=25.47 [END OF POINT] [POINT] SoilStressTableSigma=56.61 SoilStressTableTau=22.31 SoilStressTableTauCharacteristic=24.90 SoilStressTableTauMean=28.80 [END OF POINT] [POINT] SoilStressTableSigma=65.14 SoilStressTableTau=25.94 SoilStressTableTauCharacteristic=28.90 SoilStressTableTauMean=32.08 [END OF POINT] [POINT] SoilStressTableSigma=73.68 SoilStressTableTau=28.93 SoilStressTableTauCharacteristic=32.19 SoilStressTableTauMean=35.34 [END OF POINT] [POINT] SoilStressTableSigma=82.21 SoilStressTableTau=31.94 SoilStressTableTauCharacteristic=35.50 SoilStressTableTauMean=38.50 [END OF POINT] [POINT] SoilStressTableSigma=90.75 SoilStressTableTau=36.24 SoilStressTableTauCharacteristic=40.23 SoilStressTableTauMean=42.42 [END OF POINT] [POINT] SoilStressTableSigma=99.28 SoilStressTableTau=37.55 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=45.78 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUOklei 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.94 SoilStressTableTauCharacteristic=1.15 SoilStressTableTauMean=3.80 [END OF POINT] [POINT] SoilStressTableSigma=28.13 SoilStressTableTau=11.49 SoilStressTableTauCharacteristic=12.77 SoilStressTableTauMean=17.56 [END OF POINT] [POINT] SoilStressTableSigma=36.86 SoilStressTableTau=14.77 SoilStressTableTauCharacteristic=16.38 SoilStressTableTauMean=21.83 [END OF POINT] [POINT] SoilStressTableSigma=45.60 SoilStressTableTau=17.78 SoilStressTableTauCharacteristic=19.69 SoilStressTableTauMean=25.45 [END OF POINT] [POINT] SoilStressTableSigma=54.33 SoilStressTableTau=20.53 SoilStressTableTauCharacteristic=22.72 SoilStressTableTauMean=28.81 [END OF POINT] [POINT] SoilStressTableSigma=63.07 SoilStressTableTau=23.84 SoilStressTableTauCharacteristic=26.37 SoilStressTableTauMean=32.04 [END OF POINT] [POINT] SoilStressTableSigma=71.80 SoilStressTableTau=26.55 SoilStressTableTauCharacteristic=29.35 SoilStressTableTauMean=35.10 [END OF POINT] [POINT] SoilStressTableSigma=80.54 SoilStressTableTau=29.18 SoilStressTableTauCharacteristic=32.24 SoilStressTableTauMean=38.11 [END OF POINT] [POINT] SoilStressTableSigma=89.27 SoilStressTableTau=31.35 SoilStressTableTauCharacteristic=34.62 SoilStressTableTauMean=41.58 [END OF POINT] [POINT] SoilStressTableSigma=98.01 SoilStressTableTau=32.91 SoilStressTableTauCharacteristic=36.33 SoilStressTableTauMean=44.29 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUOzand 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.77 SoilStressTableTauCharacteristic=0.91 SoilStressTableTauMean=3.06 [END OF POINT] [POINT] SoilStressTableSigma=32.87 SoilStressTableTau=15.92 SoilStressTableTauCharacteristic=17.63 SoilStressTableTauMean=21.30 [END OF POINT] [POINT] SoilStressTableSigma=41.07 SoilStressTableTau=19.70 SoilStressTableTauCharacteristic=21.79 SoilStressTableTauMean=25.85 [END OF POINT] [POINT] SoilStressTableSigma=49.27 SoilStressTableTau=24.42 SoilStressTableTauCharacteristic=26.97 SoilStressTableTauMean=30.13 [END OF POINT] [POINT] SoilStressTableSigma=57.47 SoilStressTableTau=28.44 SoilStressTableTauCharacteristic=31.39 SoilStressTableTauMean=34.39 [END OF POINT] [POINT] SoilStressTableSigma=65.66 SoilStressTableTau=32.08 SoilStressTableTauCharacteristic=35.40 SoilStressTableTauMean=38.45 [END OF POINT] [POINT] SoilStressTableSigma=73.87 SoilStressTableTau=35.11 SoilStressTableTauCharacteristic=38.73 SoilStressTableTauMean=42.31 [END OF POINT] [POINT] SoilStressTableSigma=82.06 SoilStressTableTau=38.06 SoilStressTableTauCharacteristic=41.97 SoilStressTableTauMean=46.15 [END OF POINT] [POINT] SoilStressTableSigma=90.26 SoilStressTableTau=40.96 SoilStressTableTauCharacteristic=45.17 SoilStressTableTauMean=50.00 [END OF POINT] [POINT] SoilStressTableSigma=98.46 SoilStressTableTau=43.85 SoilStressTableTauCharacteristic=48.34 SoilStressTableTauMean=53.80 [END OF POINT] [POINT] SoilStressTableSigma=106.66 SoilStressTableTau=47.44 SoilStressTableTauCharacteristic=52.30 SoilStressTableTauMean=59.19 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUN 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.97 [END OF POINT] [POINT] SoilStressTableSigma=21.30 SoilStressTableTau=8.76 SoilStressTableTauCharacteristic=10.25 SoilStressTableTauMean=12.75 [END OF POINT] [POINT] SoilStressTableSigma=31.37 SoilStressTableTau=13.87 SoilStressTableTauCharacteristic=15.86 SoilStressTableTauMean=18.32 [END OF POINT] [POINT] SoilStressTableSigma=41.43 SoilStressTableTau=17.72 SoilStressTableTauCharacteristic=20.11 SoilStressTableTauMean=22.94 [END OF POINT] [POINT] SoilStressTableSigma=51.50 SoilStressTableTau=21.79 SoilStressTableTauCharacteristic=24.59 SoilStressTableTauMean=27.68 [END OF POINT] [POINT] SoilStressTableSigma=61.56 SoilStressTableTau=25.77 SoilStressTableTauCharacteristic=28.96 SoilStressTableTauMean=32.39 [END OF POINT] [POINT] SoilStressTableSigma=71.63 SoilStressTableTau=29.81 SoilStressTableTauCharacteristic=33.41 SoilStressTableTauMean=37.37 [END OF POINT] [POINT] SoilStressTableSigma=81.69 SoilStressTableTau=33.87 SoilStressTableTauCharacteristic=37.88 SoilStressTableTauMean=41.83 [END OF POINT] [POINT] SoilStressTableSigma=91.76 SoilStressTableTau=37.44 SoilStressTableTauCharacteristic=41.80 SoilStressTableTauMean=46.27 [END OF POINT] [POINT] SoilStressTableSigma=101.82 SoilStressTableTau=43.35 SoilStressTableTauCharacteristic=48.30 SoilStressTableTauMean=52.78 [END OF POINT] [POINT] SoilStressTableSigma=111.89 SoilStressTableTau=45.26 SoilStressTableTauCharacteristic=50.40 SoilStressTableTauMean=53.92 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-CAO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.06 SoilStressTableTauCharacteristic=4.45 SoilStressTableTauMean=4.45 [END OF POINT] [POINT] SoilStressTableSigma=27.97 SoilStressTableTau=13.79 SoilStressTableTauCharacteristic=15.77 SoilStressTableTauMean=17.97 [END OF POINT] [POINT] SoilStressTableSigma=38.05 SoilStressTableTau=17.29 SoilStressTableTauCharacteristic=19.63 SoilStressTableTauMean=22.84 [END OF POINT] [POINT] SoilStressTableSigma=48.12 SoilStressTableTau=20.31 SoilStressTableTauCharacteristic=22.95 SoilStressTableTauMean=27.21 [END OF POINT] [POINT] SoilStressTableSigma=58.20 SoilStressTableTau=23.06 SoilStressTableTauCharacteristic=25.98 SoilStressTableTauMean=31.12 [END OF POINT] [POINT] SoilStressTableSigma=68.28 SoilStressTableTau=26.28 SoilStressTableTauCharacteristic=29.51 SoilStressTableTauMean=35.41 [END OF POINT] [POINT] SoilStressTableSigma=78.35 SoilStressTableTau=28.65 SoilStressTableTauCharacteristic=32.12 SoilStressTableTauMean=38.82 [END OF POINT] [POINT] SoilStressTableSigma=88.43 SoilStressTableTau=33.81 SoilStressTableTauCharacteristic=37.80 SoilStressTableTauMean=43.08 [END OF POINT] [POINT] SoilStressTableSigma=98.50 SoilStressTableTau=36.74 SoilStressTableTauCharacteristic=41.02 SoilStressTableTauMean=46.60 [END OF POINT] [POINT] SoilStressTableSigma=108.60 SoilStressTableTau=38.42 SoilStressTableTauCharacteristic=42.87 SoilStressTableTauMean=50.30 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-CAN 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=22.24 SoilStressTableTau=8.06 SoilStressTableTauCharacteristic=9.16 SoilStressTableTauMean=12.99 [END OF POINT] [POINT] SoilStressTableSigma=30.48 SoilStressTableTau=11.41 SoilStressTableTauCharacteristic=12.85 SoilStressTableTauMean=18.16 [END OF POINT] [POINT] SoilStressTableSigma=38.73 SoilStressTableTau=14.03 SoilStressTableTauCharacteristic=15.73 SoilStressTableTauMean=20.39 [END OF POINT] [POINT] SoilStressTableSigma=46.98 SoilStressTableTau=15.92 SoilStressTableTauCharacteristic=17.80 SoilStressTableTauMean=23.17 [END OF POINT] [POINT] SoilStressTableSigma=55.22 SoilStressTableTau=17.49 SoilStressTableTauCharacteristic=19.54 SoilStressTableTauMean=25.76 [END OF POINT] [POINT] SoilStressTableSigma=63.47 SoilStressTableTau=20.76 SoilStressTableTauCharacteristic=23.13 SoilStressTableTauMean=29.37 [END OF POINT] [POINT] SoilStressTableSigma=71.72 SoilStressTableTau=24.59 SoilStressTableTauCharacteristic=27.35 SoilStressTableTauMean=32.97 [END OF POINT] [POINT] SoilStressTableSigma=79.96 SoilStressTableTau=29.97 SoilStressTableTauCharacteristic=33.26 SoilStressTableTauMean=37.20 [END OF POINT] [POINT] SoilStressTableSigma=88.21 SoilStressTableTau=30.78 SoilStressTableTauCharacteristic=34.15 SoilStressTableTauMean=40.92 [END OF POINT] [POINT] SoilStressTableSigma=96.45 SoilStressTableTau=31.89 SoilStressTableTauCharacteristic=35.37 SoilStressTableTauMean=44.15 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - Kreftenheye 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.96 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=10.00 SoilStressTableTau=5.15 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=30.00 SoilStressTableTau=13.74 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=17.68 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=24.82 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=70.00 SoilStressTableTau=27.90 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=30.90 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=34.51 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=95.00 SoilStressTableTau=34.67 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] 15 [LIFT SLIP DATA] 20.000 25.000 5 X-direction Left 17.000 22.000 5 Y-direction Left 22.500 25.000 5 X-direction Right 2.500 5.000 5 Y-direction Right -7.000 -4.000 10 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 10 Number of tangentlines -7.000 -6.667 -6.333 -6.000 -5.667 -5.333 -5.000 -4.667 -4.333 -4.000 [EXTERNAL WATER LEVELS] 1 = Water data used 2.45 = Design level 0.00 = Decimate height 1 norm = 1/10000 2 = number of items MHW + 0.5 4 = Phreatic line 2.95 = Level Piezo lines 18 - 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 99 99 = 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 99 99 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom MHW -1.0 5 = Phreatic line 1.45 = Level Piezo lines 18 - Number of layers 7 7 = 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 99 99 = 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 99 99 = Pl-top and pl-bottom 9 9 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 9 9 = Pl-top and pl-bottom 9 9 = Pl-top and pl-bottom 9 9 = Pl-top and pl-bottom 9 9 = Pl-top and pl-bottom 9 9 = Pl-top and pl-bottom 5 99 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom [MODEL FACTOR] 0.87 = Limit value stability factor 0.05 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 521.00 = 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=1.00 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=0.83 LimitValueBishopStdDev=0.07 LimitValueBishopDistribution=3 LimitValueVanMean=0.79 LimitValueVanStdDev=0.07 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]