Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:44 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DR13b_DV03_dijkpaal11_UpliftVan zonder opbarsten.sti CREATED BY : D-Geo Stability version 10.1.1.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 15 = number of items [SOIL] Pleistoceen (4) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=36.65 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.32 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Basisveen (3) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamOvenDry=0.01 SoilGamWet=11.50 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=16.39 SoilPhi=10.28 SoilDilatancy=17.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Btw - IJ - Basisveen 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=1.58 SoilStdPhi=1.81 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] Zand van Calais (1) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=36.65 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.32 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Klei van Calais naast (2) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.70 SoilGamOvenDry=0.01 SoilGamWet=14.70 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.02 SoilPhi=29.01 SoilDilatancy=21.89 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-CN SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.49 SoilStdPhi=1.37 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=20 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=20 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Klei van Calais onder (2) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.70 SoilGamOvenDry=0.01 SoilGamWet=16.70 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=8.94 SoilPhi=22.32 SoilDilatancy=21.89 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-CO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=2.42 SoilStdPhi=2.36 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Hollandveen naast (4) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=9.85 SoilGamOvenDry=0.01 SoilGamWet=9.85 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=4.44 SoilPhi=13.48 SoilDilatancy=19.99 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-HVN SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.47 SoilStdPhi=1.57 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=31 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=31 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Duinkerke onder (2) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.80 SoilGamOvenDry=0.01 SoilGamWet=13.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=13.20 SoilPhi=18.83 SoilDilatancy=15.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-DUO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.54 SoilStdPhi=1.54 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=30 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=30 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Hollandveen onder (2) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.00 SoilGamOvenDry=0.01 SoilGamWet=10.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=16.39 SoilPhi=10.28 SoilDilatancy=19.99 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-HVO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.58 SoilStdPhi=1.81 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=30 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=30 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] stortsteen (2) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=25.00 SoilGamOvenDry=0.01 SoilGamWet=25.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=40.00 SoilDilatancy=40.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=stortsteen, 30 gradus 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=4.50 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] Dijksmaat OBO (2) SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.10 SoilGamOvenDry=0.01 SoilGamWet=15.10 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=5.39 SoilPhi=30.20 SoilDilatancy=20.06 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=MA-OBO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.70 SoilStdPhi=1.02 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=26 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=26 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Duinkerke naast (1) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.20 SoilGamOvenDry=0.01 SoilGamWet=13.20 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=42.87 SoilDilatancy=15.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=NH - Duinkerke(klei) - N SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=10.42 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=19 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=19 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Verkeer (20) SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=66.50 SoilGamOvenDry=0.01 SoilGamWet=66.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_Pleistoceen (2) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=36.65 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.32 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_Basisveen SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamOvenDry=0.01 SoilGamWet=11.50 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=16.39 SoilPhi=10.28 SoilDilatancy=17.23 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Btw - IJ - Basisveen 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=1.58 SoilStdPhi=1.81 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] WL_Zand van Calais (1) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=36.65 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.32 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 128 - Number of geometry points - 1 50.000 -1.000 0.000 2 3.637 0.100 0.000 3 3.637 0.550 0.000 4 9.000 -1.190 0.000 5 10.000 -1.440 0.000 6 11.000 -1.760 0.000 7 12.000 -2.260 0.000 8 -40.000 -1.600 0.000 9 -38.210 -1.600 0.000 10 -28.500 -1.620 0.000 11 -21.570 -1.470 0.000 12 -15.740 -1.540 0.000 13 -8.650 -1.140 0.000 14 -6.810 -0.900 0.000 15 -5.350 -0.220 0.000 16 -4.260 -0.190 0.000 17 7.750 -0.300 0.000 18 9.100 -0.630 0.000 19 10.160 -0.910 0.000 20 10.510 -1.000 0.000 21 10.830 -1.510 0.000 22 11.500 -1.900 0.000 23 11.720 -1.950 0.000 24 13.190 -2.150 0.000 25 14.830 -1.950 0.000 26 15.000 -1.900 0.000 27 15.960 -1.230 0.000 28 16.080 -0.870 0.000 29 16.530 -0.720 0.000 30 21.130 -0.670 0.000 31 21.650 -0.670 0.000 32 32.660 -0.760 0.000 33 37.970 -0.770 0.000 34 42.910 -0.800 0.000 35 47.330 -0.790 0.000 36 50.000 -0.790 0.000 37 0.510 -1.300 0.000 38 3.530 -1.300 0.000 39 7.267 -0.415 0.000 40 7.266 -0.415 0.000 41 -2.300 0.710 0.000 42 0.000 1.540 0.000 43 0.500 1.590 0.000 44 0.500 1.790 0.000 45 1.380 1.740 0.000 46 2.100 1.700 0.000 47 3.000 1.600 0.000 48 3.000 1.400 0.000 49 3.530 1.390 0.000 50 5.680 0.490 0.000 51 1.380 1.540 0.000 52 2.100 1.500 0.000 53 -3.600 -1.000 0.000 54 0.510 -3.000 0.000 55 3.530 -3.000 0.000 56 -5.800 -2.000 0.000 57 -4.400 -2.000 0.000 58 7.750 -1.900 0.000 59 -1.344 -4.981 0.000 60 5.002 -4.778 0.000 61 -40.000 -5.000 0.000 62 0.510 -6.300 0.000 63 3.530 -6.300 0.000 64 -40.000 -6.000 0.000 65 -15.740 -6.000 0.000 66 -5.350 -6.000 0.000 67 50.000 -1.900 0.000 68 50.000 -4.500 0.000 69 7.750 -5.500 0.000 70 50.000 -5.500 0.000 71 0.510 -8.000 0.000 72 3.530 -8.000 0.000 73 -40.000 -8.300 0.000 74 -15.740 -8.300 0.000 75 7.750 -7.800 0.000 76 50.000 -7.800 0.000 77 -40.000 -14.300 0.000 78 -15.740 -14.300 0.000 79 0.510 -13.400 0.000 80 3.530 -13.400 0.000 81 7.750 -13.400 0.000 82 50.000 -13.400 0.000 83 -40.000 -14.400 0.000 84 -15.740 -14.400 0.000 85 0.510 -13.600 0.000 86 3.530 -13.600 0.000 87 7.750 -13.600 0.000 88 50.000 -13.600 0.000 89 -40.000 -17.000 0.000 90 50.000 -17.000 0.000 91 -40.000 0.500 0.000 92 -2.781 0.500 0.000 93 -2.000 -0.236 0.000 94 -1.026 -0.216 0.000 95 -0.040 -0.179 0.000 96 0.974 -0.148 0.000 97 2.000 -0.140 0.000 98 3.107 -0.256 0.000 99 4.053 -0.369 0.000 100 5.054 -0.476 0.000 101 6.013 -0.599 0.000 102 10.554 -1.000 0.000 103 50.000 -1.000 0.000 104 50.000 -1.300 0.000 105 -40.000 -2.497 0.000 106 50.000 -2.497 0.000 107 -40.000 -1.800 0.000 108 50.000 -1.800 0.000 109 -40.000 1.000 0.000 110 -1.500 1.000 0.000 111 -0.518 0.367 0.000 112 0.997 0.385 0.000 113 1.974 0.371 0.000 114 3.164 0.211 0.000 115 4.061 0.090 0.000 116 5.104 -0.084 0.000 117 6.001 -0.244 0.000 118 10.320 -1.000 0.000 119 -40.000 -1.300 0.000 120 -40.000 -0.300 0.000 121 -4.174 -0.300 0.000 122 -2.986 -0.276 0.000 123 7.241 -0.693 0.000 124 9.499 -1.014 0.000 125 10.510 -1.000 0.000 126 50.000 -1.000 0.000 127 -40.000 -2.500 0.000 128 50.000 -2.500 0.000 [END OF POINTS] [CURVES] 122 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 37 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 40 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 17 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 39 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 41 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 17 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 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 48 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 53 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 17 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 56 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 53 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 58 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 22 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 59 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 58 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 59 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 62 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 60 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 62 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 67 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 68 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 69 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 71 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 69 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 71 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 75 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 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 93 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 98 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 102 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 104 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 93 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 123 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 104 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 [END OF CURVES] [BOUNDARIES] 19 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 122 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 82 83 84 85 86 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 77 78 79 80 81 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 73 74 71 75 76 4 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 73 74 71 72 69 5 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 63 64 70 71 72 69 6 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 63 64 65 61 68 69 7 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 63 64 65 61 62 67 8 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 63 64 65 61 62 58 55 14 15 16 17 66 9 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 63 64 65 61 62 58 55 14 15 16 17 18 19 20 21 22 23 24 25 26 27 10 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 59 60 61 62 58 55 14 15 16 17 18 19 20 21 22 23 24 25 26 27 11 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 59 57 58 55 14 15 16 17 18 19 20 21 22 23 24 25 26 27 12 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 51 56 57 58 55 14 15 16 17 18 19 20 21 22 23 24 25 26 27 13 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 51 52 53 48 49 54 55 14 15 16 17 18 19 20 21 22 23 24 25 26 27 14 - Boundary number 31 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 51 52 53 48 49 50 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 15 - Boundary number 31 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 47 48 49 50 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 16 - Boundary number 31 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 28 29 30 31 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 17 - Boundary number 36 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 33 34 35 44 45 46 41 42 43 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 18 - Boundary number 38 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 33 34 35 36 37 38 39 40 41 42 43 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 19 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 19 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 19 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 7 - Number of piezometric level lines - 1 - PlLine number 13 - number of curves on PlLine, next line(s) are curvenumbers 87 88 89 90 91 92 93 94 95 96 97 98 99 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 100 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 101 4 - PlLine number 12 - number of curves on PlLine, next line(s) are curvenumbers 102 103 104 105 106 107 108 109 110 111 98 99 5 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 112 6 - PlLine number 16 - number of curves on PlLine, next line(s) are curvenumbers 113 114 115 89 90 91 92 93 94 95 96 116 117 118 119 120 7 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 121 [END OF PIEZO LINES] [PHREATIC LINE] 1 - Number of the piezometric level line acting as phreatic line - [END OF PHREATIC LINE] [WORLD CO-ORDINATES] 0.000 - X world 1 - 0.000 - Y world 1 - 0.000 - X world 2 - 0.000 - Y world 2 - [END OF WORLD CO-ORDINATES] [LAYERS] 18 - Number of layers - 1 - Layer number, next line is material of layer WL_Pleistoceen (2) 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer WL_Basisveen 3 - Piezometric level line at top of layer 3 - 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 WL_Zand van Calais (1) 3 - Piezometric level line at top of layer 3 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei van Calais naast (2) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei van Calais naast (2) 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 Klei van Calais onder (2) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Hollandveen naast (4) 2 - 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 Hollandveen naast (4) 1 - 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 Duinkerke naast (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 Hollandveen naast (4) 2 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer Hollandveen onder (2) 2 - 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 12 - Layer number, next line is material of layer Hollandveen naast (4) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - Layer number, next line is material of layer Hollandveen onder (2) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - Layer number, next line is material of layer Duinkerke naast (1) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer stortsteen (2) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer Duinkerke onder (2) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer Dijksmaat OBO (2) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer 18 - Layer number, next line is material of layer Verkeer (20) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Toetsing Omringkade Marken Dp 11, nwe. watersp., CPhi [MODEL] 4 : Uplift Van 1 : C phi 1 : Probabilistic on 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 18 Number of layers 18 100 17 100 100 16 100 100 100 15 100 100 100 100 14 100 100 100 0 100 13 100 100 100 0 100 100 12 100 100 100 100 100 100 100 11 100 100 100 0 100 100 100 100 10 100 100 100 0 100 100 100 100 100 9 100 100 100 0 100 100 100 100 100 100 8 100 100 100 0 100 100 100 100 100 100 100 7 100 100 100 0 100 100 100 100 100 100 100 100 6 100 100 100 0 100 100 100 100 100 100 100 100 100 5 100 100 100 0 100 100 100 100 100 100 100 100 100 100 4 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 0 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 100 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 6.000 16.000 10 X-direction 1.000 13.000 10 Y-direction -1.500 -8.500 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 0 = number of items [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 10 = number of items [STRESS CURVE] Alg - Zand (0-30) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-CN 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.55 SoilStressTableTauCharacteristic=0.69 SoilStressTableTauMean=1.97 [END OF POINT] [POINT] SoilStressTableSigma=17.90 SoilStressTableTau=7.52 SoilStressTableTauCharacteristic=8.35 SoilStressTableTauMean=9.93 [END OF POINT] [POINT] SoilStressTableSigma=28.78 SoilStressTableTau=11.75 SoilStressTableTauCharacteristic=13.01 SoilStressTableTauMean=14.77 [END OF POINT] [POINT] SoilStressTableSigma=39.67 SoilStressTableTau=15.50 SoilStressTableTauCharacteristic=17.13 SoilStressTableTauMean=19.64 [END OF POINT] [POINT] SoilStressTableSigma=50.55 SoilStressTableTau=21.03 SoilStressTableTauCharacteristic=23.21 SoilStressTableTauMean=25.43 [END OF POINT] [POINT] SoilStressTableSigma=61.43 SoilStressTableTau=25.37 SoilStressTableTauCharacteristic=27.98 SoilStressTableTauMean=31.21 [END OF POINT] [POINT] SoilStressTableSigma=72.31 SoilStressTableTau=27.87 SoilStressTableTauCharacteristic=30.74 SoilStressTableTauMean=36.54 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-CO 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.61 SoilStressTableTauCharacteristic=3.26 SoilStressTableTauMean=3.62 [END OF POINT] [POINT] SoilStressTableSigma=22.42 SoilStressTableTau=10.49 SoilStressTableTauCharacteristic=11.93 SoilStressTableTauMean=12.94 [END OF POINT] [POINT] SoilStressTableSigma=33.68 SoilStressTableTau=14.44 SoilStressTableTauCharacteristic=16.28 SoilStressTableTauMean=17.62 [END OF POINT] [POINT] SoilStressTableSigma=44.93 SoilStressTableTau=18.43 SoilStressTableTauCharacteristic=20.66 SoilStressTableTauMean=22.37 [END OF POINT] [POINT] SoilStressTableSigma=56.19 SoilStressTableTau=22.26 SoilStressTableTauCharacteristic=24.87 SoilStressTableTauMean=27.13 [END OF POINT] [POINT] SoilStressTableSigma=67.44 SoilStressTableTau=25.58 SoilStressTableTauCharacteristic=28.53 SoilStressTableTauMean=31.86 [END OF POINT] [POINT] SoilStressTableSigma=78.69 SoilStressTableTau=29.00 SoilStressTableTauCharacteristic=32.29 SoilStressTableTauMean=37.79 [END OF POINT] [POINT] SoilStressTableSigma=89.95 SoilStressTableTau=33.15 SoilStressTableTauCharacteristic=36.85 SoilStressTableTauMean=43.35 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-HVO 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=6.76 SoilStressTableTauCharacteristic=8.45 SoilStressTableTauMean=9.56 [END OF POINT] [POINT] SoilStressTableSigma=14.68 SoilStressTableTau=12.40 SoilStressTableTauCharacteristic=14.94 SoilStressTableTauMean=16.29 [END OF POINT] [POINT] SoilStressTableSigma=19.97 SoilStressTableTau=14.44 SoilStressTableTauCharacteristic=17.28 SoilStressTableTauMean=18.72 [END OF POINT] [POINT] SoilStressTableSigma=25.26 SoilStressTableTau=16.33 SoilStressTableTauCharacteristic=19.45 SoilStressTableTauMean=21.31 [END OF POINT] [POINT] SoilStressTableSigma=30.55 SoilStressTableTau=18.19 SoilStressTableTauCharacteristic=21.60 SoilStressTableTauMean=23.83 [END OF POINT] [POINT] SoilStressTableSigma=35.84 SoilStressTableTau=18.68 SoilStressTableTauCharacteristic=22.15 SoilStressTableTauMean=24.93 [END OF POINT] [POINT] SoilStressTableSigma=41.13 SoilStressTableTau=19.95 SoilStressTableTauCharacteristic=23.62 SoilStressTableTauMean=26.88 [END OF POINT] [POINT] SoilStressTableSigma=46.42 SoilStressTableTau=20.80 SoilStressTableTauCharacteristic=24.60 SoilStressTableTauMean=27.29 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-HVN 6 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=7.40 SoilStressTableTau=3.37 SoilStressTableTauCharacteristic=5.51 SoilStressTableTauMean=7.18 [END OF POINT] [POINT] SoilStressTableSigma=9.94 SoilStressTableTau=6.13 SoilStressTableTauCharacteristic=8.68 SoilStressTableTauMean=9.88 [END OF POINT] [POINT] SoilStressTableSigma=12.48 SoilStressTableTau=8.54 SoilStressTableTauCharacteristic=11.45 SoilStressTableTauMean=12.47 [END OF POINT] [POINT] SoilStressTableSigma=15.03 SoilStressTableTau=10.35 SoilStressTableTauCharacteristic=13.53 SoilStressTableTauMean=15.05 [END OF POINT] [POINT] SoilStressTableSigma=17.57 SoilStressTableTau=10.85 SoilStressTableTauCharacteristic=14.10 SoilStressTableTauMean=17.09 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-OBO 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=6.58 [END OF POINT] [POINT] SoilStressTableSigma=20.58 SoilStressTableTau=9.48 SoilStressTableTauCharacteristic=10.74 SoilStressTableTauMean=14.87 [END OF POINT] [POINT] SoilStressTableSigma=30.56 SoilStressTableTau=14.57 SoilStressTableTauCharacteristic=16.34 SoilStressTableTauMean=18.89 [END OF POINT] [POINT] SoilStressTableSigma=40.55 SoilStressTableTau=18.12 SoilStressTableTauCharacteristic=20.24 SoilStressTableTauMean=22.65 [END OF POINT] [POINT] SoilStressTableSigma=50.51 SoilStressTableTau=21.84 SoilStressTableTauCharacteristic=24.33 SoilStressTableTauMean=26.42 [END OF POINT] [POINT] SoilStressTableSigma=60.49 SoilStressTableTau=24.05 SoilStressTableTauCharacteristic=26.76 SoilStressTableTauMean=30.04 [END OF POINT] [POINT] SoilStressTableSigma=70.47 SoilStressTableTau=28.43 SoilStressTableTauCharacteristic=31.58 SoilStressTableTauMean=34.29 [END OF POINT] [POINT] SoilStressTableSigma=80.45 SoilStressTableTau=31.63 SoilStressTableTauCharacteristic=35.10 SoilStressTableTauMean=37.80 [END OF POINT] [POINT] SoilStressTableSigma=90.43 SoilStressTableTau=34.21 SoilStressTableTauCharacteristic=37.94 SoilStressTableTauMean=41.25 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] MA-DUO 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.26 SoilStressTableTauCharacteristic=0.33 SoilStressTableTauMean=3.00 [END OF POINT] [POINT] SoilStressTableSigma=20.86 SoilStressTableTau=10.35 SoilStressTableTauCharacteristic=11.43 SoilStressTableTauMean=14.73 [END OF POINT] [POINT] SoilStressTableSigma=29.77 SoilStressTableTau=14.66 SoilStressTableTauCharacteristic=16.17 SoilStressTableTauMean=19.74 [END OF POINT] [POINT] SoilStressTableSigma=38.68 SoilStressTableTau=18.36 SoilStressTableTauCharacteristic=20.24 SoilStressTableTauMean=23.69 [END OF POINT] [POINT] SoilStressTableSigma=47.59 SoilStressTableTau=21.91 SoilStressTableTauCharacteristic=24.14 SoilStressTableTauMean=27.75 [END OF POINT] [POINT] SoilStressTableSigma=56.50 SoilStressTableTau=26.22 SoilStressTableTauCharacteristic=28.88 SoilStressTableTauMean=31.78 [END OF POINT] [POINT] SoilStressTableSigma=65.42 SoilStressTableTau=28.82 SoilStressTableTauCharacteristic=31.75 SoilStressTableTauMean=35.24 [END OF POINT] [POINT] SoilStressTableSigma=74.33 SoilStressTableTau=31.47 SoilStressTableTauCharacteristic=34.65 SoilStressTableTauMean=38.43 [END OF POINT] [POINT] SoilStressTableSigma=83.24 SoilStressTableTau=34.52 SoilStressTableTauCharacteristic=38.01 SoilStressTableTauMean=43.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Btw - IJ - Basisveen 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=6.50 SoilStressTableTau=5.49 SoilStressTableTauCharacteristic=5.49 SoilStressTableTauMean=5.49 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=11.12 SoilStressTableTauCharacteristic=11.12 SoilStressTableTauMean=11.12 [END OF POINT] [POINT] SoilStressTableSigma=28.50 SoilStressTableTau=16.75 SoilStressTableTauCharacteristic=16.75 SoilStressTableTauMean=16.75 [END OF POINT] [POINT] SoilStressTableSigma=43.50 SoilStressTableTau=22.34 SoilStressTableTauCharacteristic=22.34 SoilStressTableTauMean=22.34 [END OF POINT] [POINT] SoilStressTableSigma=60.50 SoilStressTableTau=27.83 SoilStressTableTauCharacteristic=27.83 SoilStressTableTauMean=27.83 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=33.44 SoilStressTableTauCharacteristic=33.44 SoilStressTableTauMean=33.44 [END OF POINT] [POINT] SoilStressTableSigma=101.50 SoilStressTableTau=39.04 SoilStressTableTauCharacteristic=39.04 SoilStressTableTauMean=39.04 [END OF POINT] [POINT] SoilStressTableSigma=125.00 SoilStressTableTau=44.65 SoilStressTableTauCharacteristic=44.65 SoilStressTableTauMean=44.65 [END OF POINT] [POINT] SoilStressTableSigma=150.00 SoilStressTableTau=50.19 SoilStressTableTauCharacteristic=50.19 SoilStressTableTauMean=50.19 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] stortsteen, 30 gradus 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] NH - Duinkerke(klei) - N 3 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.79 SoilStressTableTauCharacteristic=0.99 SoilStressTableTauMean=3.35 [END OF POINT] [POINT] SoilStressTableSigma=30.00 SoilStressTableTau=11.86 SoilStressTableTauCharacteristic=13.17 SoilStressTableTauMean=14.89 [END OF POINT] [POINT] SoilStressTableSigma=150.00 SoilStressTableTau=50.17 SoilStressTableTauCharacteristic=55.29 SoilStressTableTauMean=59.62 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 1.50 [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] 14 [LIFT SLIP DATA] 0.000 5.000 10 X-direction Left 10.000 15.000 10 Y-direction Left 10.000 15.000 10 X-direction Right 10.000 15.000 10 Y-direction Right -8.000 -2.000 10 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 10 Number of tangentlines -8.000 -7.333 -6.667 -6.000 -5.333 -4.667 -4.000 -3.333 -2.667 -2.000 [EXTERNAL WATER LEVELS] 1 = Water data used 0.50 = Design level 0.20 = Decimate height 4 norm = 1/1250 2 = number of items MHW+0,5 m 4 = Phreatic line 1.00 = Level Piezo lines 18 - Number of layers 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom Streefpeil 6 = Phreatic line -0.30 = Level Piezo lines 18 - Number of layers 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom [MODEL FACTOR] 0.92 = Limit value stability factor 0.05 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 347.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=0.92 LimitValueBishopStdDev=0.05 LimitValueBishopDistribution=3 LimitValueVanMean=0.87 LimitValueVanStdDev=0.05 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]