Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:39 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\HM0_6 incl plSEK_liftvan.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] Alg - VB (5) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.00 SoilGamOvenDry=0.01 SoilGamWet=13.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=21.61 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=BD - Calais - O 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=1 SoilStdCohesion=0.00 SoilStdPhi=3.24 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] BD - OB-O (6) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=17.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=4.71 SoilPhi=25.62 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=0.86 SoilStdPhi=2.24 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] BD - OB-N (6) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=17.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=26.78 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=3.63 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] BD - Calais - O (4) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamOvenDry=0.01 SoilGamWet=16.50 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=2.37 SoilPhi=30.21 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=0.54 SoilStdPhi=3.09 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] BD - Calais - N (6) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamOvenDry=0.01 SoilGamWet=16.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.40 SoilPhi=25.54 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=0.09 SoilStdPhi=2.76 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] BD - Duinkerke - O (7) SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=17.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.46 SoilPhi=23.62 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=1.39 SoilStdPhi=2.48 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=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] BD - Duinkerke - N (6) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.50 SoilGamOvenDry=0.01 SoilGamWet=16.50 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.17 SoilPhi=22.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=0.32 SoilStdPhi=3.01 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] BD - Hollandveen - O (6) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamOvenDry=0.01 SoilGamWet=12.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=31.46 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=2.81 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] BD - Hollandveen - N (5) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamOvenDry=0.01 SoilGamWet=12.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.87 SoilPhi=27.37 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Verkeersbelasting 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=0.18 SoilStdPhi=2.65 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] Alg-Pleistoceen zand (4) SoilColor=5953498 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=36.74 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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] WL_Alg-Pleistoceen (4) SoilColor=5866717 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=36.74 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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] 99 - Number of geometry points - 1 34.650 -1.800 0.000 2 37.900 -1.800 0.000 3 10.000 0.300 0.000 4 13.600 0.100 0.000 5 -25.000 -1.200 0.000 6 2.000 -1.200 0.000 7 10.000 -1.800 0.000 8 65.000 -0.200 0.000 9 65.000 -1.800 0.000 10 -25.000 -3.000 0.000 11 2.000 -3.000 0.000 12 10.000 -3.300 0.000 13 65.000 -3.300 0.000 14 -25.000 -3.800 0.000 15 2.000 -3.800 0.000 16 5.000 -4.100 0.000 17 10.000 -1.799 0.000 18 10.000 -3.299 0.000 19 10.000 -4.100 0.000 20 61.846 -0.340 0.000 21 59.352 -0.320 0.000 22 54.863 -0.290 0.000 23 49.377 -0.300 0.000 24 42.394 -0.380 0.000 25 28.928 -0.420 0.000 26 25.437 -0.320 0.000 27 22.444 -0.380 0.000 28 20.948 -0.620 0.000 29 16.958 -1.040 0.000 30 27.554 -0.381 0.000 31 45.159 -0.348 0.000 32 15.486 0.003 0.000 33 18.130 -2.000 0.000 34 18.630 -2.000 0.000 35 17.886 -1.800 0.000 36 18.966 -1.800 0.000 37 -25.000 0.250 0.000 38 65.000 -0.100 0.000 39 -25.000 0.880 0.000 40 65.000 0.450 0.000 41 -25.000 1.220 0.000 42 65.000 0.750 0.000 43 -25.000 1.500 0.000 44 -13.965 1.800 0.000 45 -11.970 1.890 0.000 46 -10.868 1.918 0.000 47 -9.975 1.940 0.000 48 -8.977 2.040 0.000 49 -7.481 2.280 0.000 50 -2.493 3.930 0.000 51 -1.496 4.190 0.000 52 -0.498 4.460 0.000 53 0.000 4.550 0.000 54 0.500 4.590 0.000 55 1.000 4.630 0.000 56 1.000 5.630 0.000 57 3.500 5.380 0.000 58 3.500 4.380 0.000 59 4.489 3.790 0.000 60 6.579 2.763 0.000 61 7.482 2.180 0.000 62 9.975 0.860 0.000 63 13.467 0.260 0.000 64 15.462 0.020 0.000 65 1.995 4.620 0.000 66 2.494 4.590 0.000 67 2.993 4.530 0.000 68 -25.000 0.200 0.000 69 2.000 0.200 0.000 70 65.000 -4.100 0.000 71 -25.000 -10.000 0.000 72 65.000 -10.000 0.000 73 -25.000 2.600 0.000 74 -6.365 2.600 0.000 75 0.000 1.600 0.000 76 3.500 1.550 0.000 77 16.800 -1.100 0.000 78 65.000 -1.100 0.000 79 -25.000 3.100 0.000 80 -4.932 3.100 0.000 81 0.000 1.800 0.000 82 3.500 1.800 0.000 83 -25.000 1.600 0.000 84 -13.157 1.600 0.000 85 -24.000 2.600 0.000 86 13.500 0.830 0.000 87 20.900 0.830 0.000 88 55.000 0.500 0.000 89 65.000 0.500 0.000 90 -24.000 3.100 0.000 91 13.500 0.500 0.000 92 20.900 0.500 0.000 93 -25.000 1.100 0.000 94 -9.987 1.100 0.000 95 0.065 0.900 0.000 96 3.620 0.900 0.000 97 16.504 -1.100 0.000 98 13.449 0.500 0.000 99 20.936 0.500 0.000 [END OF POINTS] [CURVES] 96 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 32 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 17 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 17 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 9 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 18 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 18 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 19 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 12 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 7 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 3 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 29 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 30 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 31 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 23 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 21 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 20 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 8 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 35 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 33 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 35 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 36 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 28 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 1 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 32 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 65 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 58 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 3 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 3 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 70 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 77 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 75 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 85 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 90 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 86 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 91 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 88 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 78 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 98 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 89 [END OF CURVES] [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 67 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 66 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 10 3 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 9 15 33 32 30 34 36 29 6 4 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 9 15 33 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 5 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 11 12 13 14 9 15 5 16 1 2 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 6 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 7 8 15 5 16 1 2 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 7 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 3 4 16 1 2 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 8 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 64 65 1 2 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 9 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 37 38 39 40 41 42 43 44 45 46 47 48 59 60 61 62 52 53 54 55 63 1 2 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 10 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 37 38 39 40 41 42 43 44 45 46 47 48 59 60 61 62 52 53 54 55 56 57 58 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 11 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 17 31 32 30 34 35 18 19 20 21 22 23 24 25 26 27 28 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 12 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 12 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 12 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 8 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 68 69 70 71 72 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 73 74 75 76 72 3 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 77 78 70 71 72 4 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 79 80 81 82 83 5 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 84 85 81 82 83 6 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 86 87 88 83 7 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 89 90 91 92 93 8 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 94 95 96 [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] 11 - Number of layers - 1 - Layer number, next line is material of layer WL_Alg-Pleistoceen (4) 4 - Piezometric level line at top of layer 4 - 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 BD - Calais - N (6) 1 - Piezometric level line at top of layer 4 - 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 BD - Hollandveen - N (5) 1 - Piezometric level line at top of layer 1 - 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 BD - Duinkerke - N (6) 1 - Piezometric level line at top of layer 1 - 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 BD - Duinkerke - N (6) 1 - Piezometric level line at top of layer 1 - 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 BD - Calais - O (4) 1 - Piezometric level line at top of layer 4 - 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 BD - Hollandveen - O (6) 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 BD - Duinkerke - O (7) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer BD - OB-O (6) 1 - Piezometric level line at top of layer 1 - 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 BD - OB-N (6) 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 BD - OB-N (6) 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] VNK Dijkring 20 Dijkvak 2 kilometer 0.600 STBI, LiftVan [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 -2.00 3.10 - X1 Y1 6.00 3.10 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 11 Number of layers 11 100 10 0 100 9 0 100 100 8 0 100 100 100 7 0 100 100 100 100 6 0 100 100 100 100 100 5 0 100 100 100 100 100 100 4 0 100 100 100 100 100 100 100 3 0 100 100 100 100 100 100 100 100 2 0 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 0 0 0 0 0 0 100 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 4.815 17.815 14 X-direction 10.196 23.196 15 Y-direction -0.100 -5.100 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 ] 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] 16 = 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=132.80 SoilStressTableTauMean=144.70 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - ophoogzand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=129.88 SoilStressTableTauCharacteristic=129.88 SoilStressTableTauMean=129.88 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - dijksmateriaal nieu 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.50 SoilStressTableTauCharacteristic=2.50 SoilStressTableTauMean=2.50 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.50 SoilStressTableTauCharacteristic=91.50 SoilStressTableTauMean=91.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - OB - O 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.13 SoilStressTableTauCharacteristic=3.86 SoilStressTableTauMean=6.36 [END OF POINT] [POINT] SoilStressTableSigma=26.26 SoilStressTableTau=14.04 SoilStressTableTauCharacteristic=15.91 SoilStressTableTauMean=18.95 [END OF POINT] [POINT] SoilStressTableSigma=37.64 SoilStressTableTau=18.77 SoilStressTableTauCharacteristic=21.12 SoilStressTableTauMean=24.37 [END OF POINT] [POINT] SoilStressTableSigma=49.03 SoilStressTableTau=23.26 SoilStressTableTauCharacteristic=26.05 SoilStressTableTauMean=29.36 [END OF POINT] [POINT] SoilStressTableSigma=60.42 SoilStressTableTau=27.96 SoilStressTableTauCharacteristic=31.23 SoilStressTableTauMean=34.04 [END OF POINT] [POINT] SoilStressTableSigma=71.81 SoilStressTableTau=31.95 SoilStressTableTauCharacteristic=35.61 SoilStressTableTauMean=38.74 [END OF POINT] [POINT] SoilStressTableSigma=83.19 SoilStressTableTau=35.73 SoilStressTableTauCharacteristic=39.77 SoilStressTableTauMean=42.99 [END OF POINT] [POINT] SoilStressTableSigma=94.58 SoilStressTableTau=38.43 SoilStressTableTauCharacteristic=42.74 SoilStressTableTauMean=46.86 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - OB - B 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.31 SoilStressTableTauCharacteristic=0.39 SoilStressTableTauMean=2.14 [END OF POINT] [POINT] SoilStressTableSigma=22.49 SoilStressTableTau=11.02 SoilStressTableTauCharacteristic=12.16 SoilStressTableTauMean=14.51 [END OF POINT] [POINT] SoilStressTableSigma=32.96 SoilStressTableTau=16.03 SoilStressTableTauCharacteristic=17.68 SoilStressTableTauMean=20.43 [END OF POINT] [POINT] SoilStressTableSigma=43.44 SoilStressTableTau=20.25 SoilStressTableTauCharacteristic=22.31 SoilStressTableTauMean=24.75 [END OF POINT] [POINT] SoilStressTableSigma=53.92 SoilStressTableTau=24.03 SoilStressTableTauCharacteristic=26.48 SoilStressTableTauMean=29.01 [END OF POINT] [POINT] SoilStressTableSigma=64.39 SoilStressTableTau=27.67 SoilStressTableTauCharacteristic=30.47 SoilStressTableTauMean=33.07 [END OF POINT] [POINT] SoilStressTableSigma=74.87 SoilStressTableTau=30.92 SoilStressTableTauCharacteristic=34.05 SoilStressTableTauMean=37.41 [END OF POINT] [POINT] SoilStressTableSigma=85.35 SoilStressTableTau=33.89 SoilStressTableTauCharacteristic=37.32 SoilStressTableTauMean=40.45 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Calais - O 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.08 SoilStressTableTauCharacteristic=2.60 SoilStressTableTauMean=4.23 [END OF POINT] [POINT] SoilStressTableSigma=55.00 SoilStressTableTau=27.11 SoilStressTableTauCharacteristic=29.82 SoilStressTableTauMean=34.63 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=29.41 SoilStressTableTauCharacteristic=32.35 SoilStressTableTauMean=36.03 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Calais - B 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.76 SoilStressTableTauCharacteristic=3.37 SoilStressTableTauMean=5.83 [END OF POINT] [POINT] SoilStressTableSigma=21.39 SoilStressTableTau=10.85 SoilStressTableTauCharacteristic=12.34 SoilStressTableTauMean=15.15 [END OF POINT] [POINT] SoilStressTableSigma=31.23 SoilStressTableTau=14.61 SoilStressTableTauCharacteristic=16.47 SoilStressTableTauMean=19.45 [END OF POINT] [POINT] SoilStressTableSigma=41.08 SoilStressTableTau=17.36 SoilStressTableTauCharacteristic=19.50 SoilStressTableTauMean=22.36 [END OF POINT] [POINT] SoilStressTableSigma=50.93 SoilStressTableTau=20.37 SoilStressTableTauCharacteristic=22.81 SoilStressTableTauMean=25.17 [END OF POINT] [POINT] SoilStressTableSigma=60.77 SoilStressTableTau=24.01 SoilStressTableTauCharacteristic=26.82 SoilStressTableTauMean=28.41 [END OF POINT] [POINT] SoilStressTableSigma=70.62 SoilStressTableTau=26.26 SoilStressTableTauCharacteristic=29.29 SoilStressTableTauMean=31.08 [END OF POINT] [POINT] SoilStressTableSigma=80.47 SoilStressTableTau=28.50 SoilStressTableTauCharacteristic=31.76 SoilStressTableTauMean=35.46 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Calais - N 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=3.44 [END OF POINT] [POINT] SoilStressTableSigma=18.32 SoilStressTableTau=8.24 SoilStressTableTauCharacteristic=9.06 SoilStressTableTauMean=12.12 [END OF POINT] [POINT] SoilStressTableSigma=25.22 SoilStressTableTau=11.34 SoilStressTableTauCharacteristic=12.47 SoilStressTableTauMean=15.17 [END OF POINT] [POINT] SoilStressTableSigma=32.11 SoilStressTableTau=14.00 SoilStressTableTauCharacteristic=15.40 SoilStressTableTauMean=17.98 [END OF POINT] [POINT] SoilStressTableSigma=39.01 SoilStressTableTau=16.64 SoilStressTableTauCharacteristic=18.30 SoilStressTableTauMean=20.71 [END OF POINT] [POINT] SoilStressTableSigma=45.90 SoilStressTableTau=18.98 SoilStressTableTauCharacteristic=20.88 SoilStressTableTauMean=23.67 [END OF POINT] [POINT] SoilStressTableSigma=52.80 SoilStressTableTau=21.78 SoilStressTableTauCharacteristic=23.96 SoilStressTableTauMean=26.56 [END OF POINT] [POINT] SoilStressTableSigma=59.69 SoilStressTableTau=24.00 SoilStressTableTauCharacteristic=26.40 SoilStressTableTauMean=29.08 [END OF POINT] [POINT] SoilStressTableSigma=66.58 SoilStressTableTau=25.55 SoilStressTableTauCharacteristic=28.11 SoilStressTableTauMean=30.97 [END OF POINT] [POINT] SoilStressTableSigma=73.48 SoilStressTableTau=29.03 SoilStressTableTauCharacteristic=31.94 SoilStressTableTauMean=33.95 [END OF POINT] [POINT] SoilStressTableSigma=87.27 SoilStressTableTau=29.45 SoilStressTableTauCharacteristic=32.39 SoilStressTableTauMean=40.37 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Duinkerke - O 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.38 SoilStressTableTauCharacteristic=4.64 SoilStressTableTauMean=8.44 [END OF POINT] [POINT] SoilStressTableSigma=27.15 SoilStressTableTau=14.68 SoilStressTableTauCharacteristic=16.71 SoilStressTableTauMean=20.14 [END OF POINT] [POINT] SoilStressTableSigma=38.37 SoilStressTableTau=19.20 SoilStressTableTauCharacteristic=21.68 SoilStressTableTauMean=25.04 [END OF POINT] [POINT] SoilStressTableSigma=49.59 SoilStressTableTau=22.87 SoilStressTableTauCharacteristic=25.72 SoilStressTableTauMean=29.25 [END OF POINT] [POINT] SoilStressTableSigma=60.81 SoilStressTableTau=26.89 SoilStressTableTauCharacteristic=30.14 SoilStressTableTauMean=32.87 [END OF POINT] [POINT] SoilStressTableSigma=72.04 SoilStressTableTau=29.49 SoilStressTableTauCharacteristic=33.00 SoilStressTableTauMean=36.11 [END OF POINT] [POINT] SoilStressTableSigma=83.26 SoilStressTableTau=31.81 SoilStressTableTauCharacteristic=35.56 SoilStressTableTauMean=39.68 [END OF POINT] [POINT] SoilStressTableSigma=94.48 SoilStressTableTau=37.67 SoilStressTableTauCharacteristic=42.00 SoilStressTableTauMean=45.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Duinkerke - B 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.05 [END OF POINT] [POINT] SoilStressTableSigma=21.54 SoilStressTableTau=9.89 SoilStressTableTauCharacteristic=11.17 SoilStressTableTauMean=13.78 [END OF POINT] [POINT] SoilStressTableSigma=30.32 SoilStressTableTau=14.31 SoilStressTableTauCharacteristic=16.03 SoilStressTableTauMean=18.58 [END OF POINT] [POINT] SoilStressTableSigma=39.09 SoilStressTableTau=17.39 SoilStressTableTauCharacteristic=19.41 SoilStressTableTauMean=21.89 [END OF POINT] [POINT] SoilStressTableSigma=47.86 SoilStressTableTau=20.06 SoilStressTableTauCharacteristic=22.35 SoilStressTableTauMean=24.80 [END OF POINT] [POINT] SoilStressTableSigma=56.64 SoilStressTableTau=22.10 SoilStressTableTauCharacteristic=24.60 SoilStressTableTauMean=27.73 [END OF POINT] [POINT] SoilStressTableSigma=65.41 SoilStressTableTau=23.76 SoilStressTableTauCharacteristic=26.42 SoilStressTableTauMean=31.58 [END OF POINT] [POINT] SoilStressTableSigma=74.18 SoilStressTableTau=30.57 SoilStressTableTauCharacteristic=33.91 SoilStressTableTauMean=36.16 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Duinkerke - N 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.75 SoilStressTableTauCharacteristic=1.75 SoilStressTableTauMean=2.11 [END OF POINT] [POINT] SoilStressTableSigma=22.56 SoilStressTableTau=10.43 SoilStressTableTauCharacteristic=11.72 SoilStressTableTauMean=13.40 [END OF POINT] [POINT] SoilStressTableSigma=32.28 SoilStressTableTau=14.19 SoilStressTableTauCharacteristic=15.86 SoilStressTableTauMean=18.29 [END OF POINT] [POINT] SoilStressTableSigma=42.01 SoilStressTableTau=17.61 SoilStressTableTauCharacteristic=19.63 SoilStressTableTauMean=21.94 [END OF POINT] [POINT] SoilStressTableSigma=51.73 SoilStressTableTau=21.19 SoilStressTableTauCharacteristic=23.57 SoilStressTableTauMean=25.78 [END OF POINT] [POINT] SoilStressTableSigma=61.45 SoilStressTableTau=24.97 SoilStressTableTauCharacteristic=27.72 SoilStressTableTauMean=30.10 [END OF POINT] [POINT] SoilStressTableSigma=71.17 SoilStressTableTau=27.94 SoilStressTableTauCharacteristic=30.99 SoilStressTableTauMean=34.09 [END OF POINT] [POINT] SoilStressTableSigma=80.90 SoilStressTableTau=30.06 SoilStressTableTauCharacteristic=33.32 SoilStressTableTauMean=36.12 [END OF POINT] [POINT] SoilStressTableSigma=90.62 SoilStressTableTau=32.93 SoilStressTableTauCharacteristic=36.47 SoilStressTableTauMean=39.17 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Hollandveen - O 16 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=5.50 SoilStressTableTau=4.90 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=8.51 [END OF POINT] [POINT] SoilStressTableSigma=11.00 SoilStressTableTau=11.78 SoilStressTableTauCharacteristic=13.21 SoilStressTableTauMean=17.11 [END OF POINT] [POINT] SoilStressTableSigma=16.50 SoilStressTableTau=15.65 SoilStressTableTauCharacteristic=17.66 SoilStressTableTauMean=22.86 [END OF POINT] [POINT] SoilStressTableSigma=22.00 SoilStressTableTau=19.26 SoilStressTableTauCharacteristic=21.81 SoilStressTableTauMean=27.31 [END OF POINT] [POINT] SoilStressTableSigma=27.50 SoilStressTableTau=22.99 SoilStressTableTauCharacteristic=26.10 SoilStressTableTauMean=31.37 [END OF POINT] [POINT] SoilStressTableSigma=33.00 SoilStressTableTau=26.29 SoilStressTableTauCharacteristic=29.90 SoilStressTableTauMean=35.06 [END OF POINT] [POINT] SoilStressTableSigma=38.50 SoilStressTableTau=29.16 SoilStressTableTauCharacteristic=33.20 SoilStressTableTauMean=38.70 [END OF POINT] [POINT] SoilStressTableSigma=44.00 SoilStressTableTau=31.15 SoilStressTableTauCharacteristic=35.49 SoilStressTableTauMean=41.12 [END OF POINT] [POINT] SoilStressTableSigma=49.50 SoilStressTableTau=32.08 SoilStressTableTauCharacteristic=36.56 SoilStressTableTauMean=42.76 [END OF POINT] [POINT] SoilStressTableSigma=55.00 SoilStressTableTau=34.14 SoilStressTableTauCharacteristic=38.93 SoilStressTableTauMean=44.12 [END OF POINT] [POINT] SoilStressTableSigma=60.50 SoilStressTableTau=35.16 SoilStressTableTauCharacteristic=40.10 SoilStressTableTauMean=45.48 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=36.93 SoilStressTableTauCharacteristic=42.14 SoilStressTableTauMean=48.22 [END OF POINT] [POINT] SoilStressTableSigma=71.50 SoilStressTableTau=37.93 SoilStressTableTauCharacteristic=43.28 SoilStressTableTauMean=49.67 [END OF POINT] [POINT] SoilStressTableSigma=77.00 SoilStressTableTau=38.01 SoilStressTableTauCharacteristic=43.38 SoilStressTableTauMean=52.36 [END OF POINT] [POINT] SoilStressTableSigma=82.50 SoilStressTableTau=39.32 SoilStressTableTauCharacteristic=44.88 SoilStressTableTauMean=54.02 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Hollandveen - B 4 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=4.24 [END OF POINT] [POINT] SoilStressTableSigma=28.04 SoilStressTableTau=16.41 SoilStressTableTauCharacteristic=19.67 SoilStressTableTauMean=24.74 [END OF POINT] [POINT] SoilStressTableSigma=59.02 SoilStressTableTau=34.73 SoilStressTableTauCharacteristic=40.73 SoilStressTableTauMean=51.76 [END OF POINT] [POINT] SoilStressTableSigma=69.35 SoilStressTableTau=39.81 SoilStressTableTauCharacteristic=46.58 SoilStressTableTauMean=56.52 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] BD - Hollandveen - N 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.00 SoilStressTableTauCharacteristic=1.66 SoilStressTableTauMean=3.32 [END OF POINT] [POINT] SoilStressTableSigma=11.53 SoilStressTableTau=6.28 SoilStressTableTauCharacteristic=7.45 SoilStressTableTauMean=10.72 [END OF POINT] [POINT] SoilStressTableSigma=16.12 SoilStressTableTau=9.05 SoilStressTableTauCharacteristic=10.63 SoilStressTableTauMean=13.63 [END OF POINT] [POINT] SoilStressTableSigma=20.71 SoilStressTableTau=10.90 SoilStressTableTauCharacteristic=12.76 SoilStressTableTauMean=16.25 [END OF POINT] [POINT] SoilStressTableSigma=25.30 SoilStressTableTau=12.56 SoilStressTableTauCharacteristic=14.68 SoilStressTableTauMean=18.70 [END OF POINT] [POINT] SoilStressTableSigma=29.89 SoilStressTableTau=13.84 SoilStressTableTauCharacteristic=16.15 SoilStressTableTauMean=19.62 [END OF POINT] [POINT] SoilStressTableSigma=34.48 SoilStressTableTau=15.37 SoilStressTableTauCharacteristic=17.90 SoilStressTableTauMean=21.70 [END OF POINT] [POINT] SoilStressTableSigma=39.07 SoilStressTableTau=16.52 SoilStressTableTauCharacteristic=19.23 SoilStressTableTauMean=23.93 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - c + phi = 0 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] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 2.00 [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] 6 [LIFT SLIP DATA] 6.041 10.041 5 X-direction Left 10.184 14.184 5 Y-direction Left 12.123 16.123 5 X-direction Right 0.694 4.694 5 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 1 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 5 Number of tangentlines -4.100 -3.300 -1.800 0.073 0.010 [EXTERNAL WATER LEVELS] 1 = Water data used 2.60 = Design level 0.30 = Decimate height 2 norm = 1/4000 3 = number of items MHW +0,50 2 = Phreatic line 3.10 = Level Piezo lines 11 - Number of layers 5 5 = Pl-top and pl-bottom 2 5 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 5 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom MHW -1.00 3 = Phreatic line 1.60 = Level Piezo lines 11 - Number of layers 6 6 = Pl-top and pl-bottom 3 6 = 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 6 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom MHW -1.50 7 = Phreatic line 1.10 = Level Piezo lines 11 - Number of layers 8 8 = Pl-top and pl-bottom 7 8 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 8 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom [MODEL FACTOR] 0.93 = Limit value stability factor 0.07 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 648.00 = 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=0.93 LimitValueBishopStdDev=0.07 LimitValueBishopDistribution=3 LimitValueVanMean=0.88 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]