Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:43 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DT142_STBI_Uplift_v2.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] 1e WVP (4) SoilColor=9764853 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=36.93 SoilDilatancy=29.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=1e WVP SoilBondStressTableName= SoilMatStrengthType=1 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=4.13 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] zand los (1) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=19.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.13 SoilDilatancy=24.50 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=zand los SoilBondStressTableName= SoilMatStrengthType=1 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=3.99 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] klei br. (phi=c=0) (1) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.90 SoilGamOvenDry=0.01 SoilGamWet=17.40 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=23.40 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=klei br. SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] klei br. (1) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.90 SoilGamOvenDry=0.01 SoilGamWet=17.40 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.36 SoilPhi=31.68 SoilDilatancy=23.40 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=klei br. SoilBondStressTableName= SoilMatStrengthType=1 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=0.26 SoilStdPhi=2.66 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=9 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=9 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] antrop. (1) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamOvenDry=0.01 SoilGamWet=17.90 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.26 SoilPhi=32.18 SoilDilatancy=22.80 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=antrop. SoilBondStressTableName= SoilMatStrengthType=1 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=0.03 SoilStdPhi=1.62 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=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] toplaag (phi=c=0) (1) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamOvenDry=0.01 SoilGamWet=18.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=24.10 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=toplaag SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] toplaag (4) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamOvenDry=0.01 SoilGamWet=18.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.21 SoilPhi=33.30 SoilDilatancy=24.10 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=toplaag SoilBondStressTableName= SoilMatStrengthType=1 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=0.23 SoilStdPhi=2.72 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=14 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=14 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] klei nw. (1) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=19.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=2.81 SoilPhi=28.79 SoilDilatancy=17.20 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=klei nw. SoilBondStressTableName= SoilMatStrengthType=1 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=0.76 SoilStdPhi=3.57 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=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] Verkeersbelasting 13 kN SoilColor=9946300 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=0.00 SoilDilatancy=29.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=1e WVP SoilBondStressTableName= SoilMatStrengthType=1 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_1e WVP (4) SoilColor=6923673 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=36.93 SoilDilatancy=29.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=1e WVP SoilBondStressTableName= SoilMatStrengthType=1 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=4.13 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] 59 - Number of geometry points - 1 0.000 6.400 0.000 2 0.000 10.798 0.000 3 24.500 10.900 0.000 4 27.500 11.950 0.000 5 29.100 12.400 0.000 6 33.000 12.509 0.000 7 33.000 13.509 0.000 8 35.500 13.586 0.000 9 35.500 12.586 0.000 10 36.100 12.570 0.000 11 37.150 12.100 0.000 12 49.600 8.740 0.000 13 52.880 7.400 0.000 14 100.000 7.400 0.000 15 0.000 6.000 0.000 16 19.700 6.000 0.000 17 28.050 11.000 0.000 18 32.500 11.800 0.000 19 34.250 12.050 0.000 20 51.000 6.300 0.000 21 52.880 6.300 0.000 22 37.383 6.045 0.000 23 35.000 6.000 0.000 24 0.000 3.400 0.000 25 35.000 4.450 0.000 26 46.800 5.000 0.000 27 52.880 5.000 0.000 28 100.000 6.300 0.000 29 100.000 5.000 0.000 30 0.000 -5.000 0.000 31 100.000 -5.000 0.000 32 0.000 12.200 0.000 33 28.467 12.200 0.000 34 34.051 12.113 0.000 35 36.100 10.240 0.000 36 52.880 7.350 0.000 37 100.000 7.300 0.000 38 24.500 10.330 0.000 39 52.880 9.260 0.000 40 57.680 9.260 0.000 41 64.880 9.120 0.000 42 100.000 9.120 0.000 43 0.000 9.120 0.000 44 0.000 12.500 0.000 45 33.046 12.500 0.000 46 34.193 12.500 0.000 47 36.205 10.586 0.000 48 24.500 10.440 0.000 49 0.000 11.200 0.000 50 25.364 11.200 0.000 51 32.064 11.090 0.000 52 33.213 10.516 0.000 53 24.500 9.970 0.000 54 0.000 9.113 0.000 55 27.284 9.109 0.000 56 34.423 10.219 0.000 57 36.214 10.232 0.000 58 52.823 7.346 0.000 59 100.000 7.279 0.000 [END OF POINTS] [CURVES] 62 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 3 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 9 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 17 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 11 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 19 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 20 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 13 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 22 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 20 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 23 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 21 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 28 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 29 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 36 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 48 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 39 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 35 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 53 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 39 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 [END OF CURVES] [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 34 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 28 29 30 33 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 28 29 30 31 32 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 28 29 30 31 23 12 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 13 26 27 25 22 23 12 5 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 13 20 19 24 25 22 23 12 6 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 13 20 19 10 21 22 23 12 7 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 13 20 19 10 11 12 8 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 13 14 16 17 18 19 10 11 12 9 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 13 14 2 3 4 15 8 9 10 11 12 10 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 13 14 2 3 4 5 6 7 8 9 10 11 12 11 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 [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 53 54 55 35 36 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 37 38 39 40 41 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 42 4 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 43 44 45 46 36 5 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 47 48 39 40 41 6 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 49 50 51 52 35 36 7 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 56 57 39 40 41 8 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 58 59 60 61 62 [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_1e WVP (4) 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer klei br. (1) 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer toplaag (4) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer klei br. (1) 99 - 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 antrop. (1) 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 antrop. (1) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer klei nw. (1) 1 - 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 zand los (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 klei nw. (1) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer Verkeersbelasting 13 kN 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 zand los (1) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Dijkring 43 Dijkvak DT 136-144, profiel DT142 [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] 2 - Forbidden lines 1 49.60 8.74 - X1 Y1 52.88 7.40 - X2 Y2 2 37.15 12.10 - X1 Y1 49.60 8.74 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 11 Number of layers 11 100 10 100 100 9 100 100 100 8 100 100 0 100 7 100 100 100 100 100 6 100 100 0 100 100 100 5 100 100 0 100 100 100 100 4 100 100 0 100 100 100 100 100 3 100 100 0 100 100 100 100 100 100 2 100 100 0 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 10 10 10 100 10 100 100 100 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] 49.823 57.469 9 X-direction 9.812 18.417 9 Y-direction 6.497 3.835 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 0 = number of items [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 10 = number of items [STRESS CURVE] antrop. 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=10.28 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=25.62 SoilStressTableTau=20.30 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=51.24 SoilStressTableTau=31.84 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=76.85 SoilStressTableTau=41.19 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=102.47 SoilStressTableTau=51.69 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=128.09 SoilStressTableTau=66.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=153.71 SoilStressTableTau=80.41 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=230.56 SoilStressTableTau=80.41 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] toplaag 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=93.05 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] klei br. 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=7.41 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=29.28 SoilStressTableTau=18.08 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=58.55 SoilStressTableTau=30.77 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=87.83 SoilStressTableTau=41.69 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=117.11 SoilStressTableTau=48.50 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=146.38 SoilStressTableTau=52.10 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=263.49 SoilStressTableTau=52.10 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] klei sl. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.57 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=13.72 SoilStressTableTau=7.75 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=27.44 SoilStressTableTau=12.40 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=41.16 SoilStressTableTau=17.54 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=54.88 SoilStressTableTau=23.53 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=68.59 SoilStressTableTau=28.10 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=82.31 SoilStressTableTau=33.27 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=96.03 SoilStressTableTau=33.27 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=109.75 SoilStressTableTau=36.72 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=123.47 SoilStressTableTau=36.72 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] veen 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=5.05 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=10.42 SoilStressTableTau=8.99 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=20.83 SoilStressTableTau=13.71 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=31.25 SoilStressTableTau=17.89 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=41.66 SoilStressTableTau=21.19 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=52.08 SoilStressTableTau=22.88 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=62.49 SoilStressTableTau=25.66 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=72.91 SoilStressTableTau=26.89 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=93.74 SoilStressTableTau=26.89 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] klei d. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=3.46 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=16.41 SoilStressTableTau=10.13 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=32.82 SoilStressTableTau=17.81 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=49.23 SoilStressTableTau=25.50 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=65.64 SoilStressTableTau=33.13 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=82.05 SoilStressTableTau=39.79 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=98.46 SoilStressTableTau=61.01 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=114.87 SoilStressTableTau=66.27 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=131.28 SoilStressTableTau=74.89 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=147.69 SoilStressTableTau=74.89 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] zand los 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=100.59 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] 1e WVP 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=121.60 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] klei nw. 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.30 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=100.00 SoilStressTableTau=36.34 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] phi=c=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] 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] 8 [LIFT SLIP DATA] 42.985 49.648 5 X-direction Left 16.916 28.929 5 Y-direction Left 52.698 60.584 5 X-direction Right 8.024 9.507 5 Y-direction Right 5.000 6.000 5 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 5 Number of tangentlines 5.000 5.250 5.500 5.750 6.000 [EXTERNAL WATER LEVELS] 1 = Water data used 12.20 = Design level 0.80 = Decimate height 4 norm = 1/1250 3 = number of items Water data +0,5 4 = Phreatic line 12.70 = Level Piezo lines 11 - Number of layers 5 5 = Pl-top and pl-bottom 99 5 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 99 4 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom Water data -1 6 = Phreatic line 11.20 = Level Piezo lines 11 - Number of layers 7 7 = Pl-top and pl-bottom 99 7 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 6 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom Water data GHW 8 = Phreatic line 9.12 = Level Piezo lines 11 - Number of layers 3 3 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 8 99 = Pl-top and pl-bottom 99 8 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 8 99 = Pl-top and pl-bottom 8 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 8 99 = Pl-top and pl-bottom 8 8 = Pl-top and pl-bottom 8 99 = Pl-top and pl-bottom [MODEL FACTOR] 1.02 = Limit value stability factor 0.04 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 800.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.02 LimitValueBishopStdDev=0.04 LimitValueBishopDistribution=3 LimitValueVanMean=0.97 LimitValueVanStdDev=0.04 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]