Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:40 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DWP 10,25 STBI_LiftVan.sti CREATED BY : D-Geo Stability version 10.1.1.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 6 = number of items [SOIL] Teelaarde (1) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=17.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=3.72 SoilPhi=16.96 SoilDilatancy=14.20 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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=0.97 SoilStdPhi=2.28 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 (5) SoilColor=4259584 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamOvenDry=0.01 SoilGamWet=15.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=10.85 SoilPhi=23.11 SoilDilatancy=12.10 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Klei 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=4.34 SoilStdPhi=3.58 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=6 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=6 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] veen (19) SoilColor=16512 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamOvenDry=0.01 SoilGamWet=12.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=21.37 SoilPhi=14.38 SoilDilatancy=12.10 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Veen 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=5.15 SoilStdPhi=1.35 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=8 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=8 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] zand, matig (1) 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=34.07 SoilDilatancy=25.70 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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=4.18 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Verkeer (9) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=66.50 SoilGamOvenDry=0.01 SoilGamWet=66.50 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=14.20 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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=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, matig (1) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.07 SoilDilatancy=25.70 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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=4.18 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 103 - Number of geometry points - 1 123.885 -0.050 0.000 2 117.380 -0.050 0.000 3 123.885 -1.020 0.000 4 122.006 -0.930 0.000 5 120.810 -0.960 0.000 6 120.394 -1.290 0.000 7 119.692 -1.510 0.000 8 119.280 -1.750 0.000 9 119.151 -2.140 0.000 10 118.648 -2.390 0.000 11 117.926 -2.610 0.000 12 117.380 -2.760 0.000 13 116.875 -2.670 0.000 14 116.266 -2.560 0.000 15 115.720 -2.130 0.000 16 115.383 -1.500 0.000 17 110.580 -0.850 0.000 18 107.255 -0.190 0.000 19 102.398 0.080 0.000 20 100.032 0.200 0.000 21 96.583 1.150 0.000 22 93.229 2.410 0.000 23 91.032 2.640 0.000 24 89.256 2.750 0.000 25 87.726 2.810 0.000 26 83.557 3.210 0.000 27 80.401 4.490 0.000 28 76.236 6.070 0.000 29 73.275 7.300 0.000 30 71.526 7.910 0.000 31 70.801 8.040 0.000 32 69.635 8.087 0.000 33 69.635 8.287 0.000 34 68.113 8.350 0.000 35 67.135 8.304 0.000 36 67.135 8.104 0.000 37 66.749 8.086 0.000 38 65.760 8.040 0.000 39 64.999 7.930 0.000 40 62.140 7.080 0.000 41 57.032 5.200 0.000 42 52.989 3.750 0.000 43 52.153 3.420 0.000 44 51.755 3.400 0.000 45 50.292 3.300 0.000 46 48.668 3.040 0.000 47 46.974 2.540 0.000 48 41.586 2.050 0.000 49 35.696 2.000 0.000 50 34.708 1.930 0.000 51 33.513 1.690 0.000 52 33.415 1.420 0.000 53 33.307 1.050 0.000 54 32.352 0.220 0.000 55 31.356 -0.240 0.000 56 30.547 -0.290 0.000 57 29.720 -0.160 0.000 58 28.975 0.300 0.000 59 28.314 0.900 0.000 60 28.202 1.410 0.000 61 28.050 1.610 0.000 62 27.809 1.830 0.000 63 27.618 2.010 0.000 64 26.512 2.110 0.000 65 14.932 2.080 0.000 66 9.694 1.780 0.000 67 0.000 1.690 0.000 68 68.113 8.150 0.000 69 80.174 3.815 0.000 70 75.855 5.477 0.000 71 71.203 7.304 0.000 72 66.053 7.470 0.000 73 65.223 7.304 0.000 74 54.092 3.483 0.000 75 123.885 -4.000 0.000 76 0.000 -4.000 0.000 77 123.885 -6.000 0.000 78 0.000 -6.000 0.000 79 123.885 -17.000 0.000 80 0.000 -17.000 0.000 81 123.885 -1.150 0.000 82 96.146 -1.150 0.000 83 73.378 4.021 0.000 84 63.374 4.911 0.000 85 60.585 6.500 0.000 86 30.547 6.500 0.000 87 0.000 6.500 0.000 88 123.885 1.800 0.000 89 0.000 1.800 0.000 90 74.718 4.521 0.000 91 64.715 5.411 0.000 92 61.925 7.000 0.000 93 30.547 7.000 0.000 94 0.000 7.000 0.000 95 123.885 2.300 0.000 96 0.000 2.300 0.000 97 70.638 3.021 0.000 98 60.634 3.911 0.000 99 57.845 5.500 0.000 100 30.547 5.500 0.000 101 0.000 5.500 0.000 102 123.885 0.800 0.000 103 0.000 0.800 0.000 [END OF POINTS] [CURVES] 96 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 3 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 4 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 5 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 6 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 8 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 9 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 13 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 14 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 15 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 16 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 17 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 18 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 19 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 20 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 25 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 29 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 31 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 32 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 35 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 36 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 37 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 39 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 40 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 41 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 43 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 44 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 46 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 47 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 48 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 49 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 50 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 51 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 52 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 53 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 54 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 55 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 56 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 57 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 58 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 59 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 60 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 61 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 62 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 63 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 64 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 65 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 66 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 32 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 68 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 26 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 69 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 70 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 71 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 72 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 73 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 74 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 75 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 77 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 79 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 81 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 82 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 90 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 91 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 92 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 93 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 86 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 1 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 2 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 82 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 97 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 98 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 99 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 100 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 2 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 82 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 83 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 84 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 85 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 2 [END OF CURVES] [BOUNDARIES] 6 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 76 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 75 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 74 3 - Boundary number 53 - number of curves on boundary, next line(s) are curvenumbers 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 73 72 71 70 69 68 67 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 4 - Boundary number 62 - number of curves on boundary, next line(s) are curvenumbers 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 66 65 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 5 - Boundary number 64 - number of curves on boundary, next line(s) are curvenumbers 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 6 - Number of boundaries - 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 6 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 6 - Number of boundaries - 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 6 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 83 95 94 93 92 77 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 83 85 84 3 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 82 81 80 79 78 77 4 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 82 91 84 5 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 90 89 88 87 86 77 6 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 90 96 84 [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] 5 - Number of layers - 1 - Layer number, next line is material of layer WL_zand, matig (1) 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 veen (19) 1 - 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 klei (5) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Teelaarde (1) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Verkeer (9) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] VNK2 - fase 1C - Dijkring 6 Dijkvak 175; dp 10,25 - STBI Uplift Van Reliability analysis [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] 5 Number of layers 5 0 4 0 100 3 0 100 100 2 0 100 100 100 1 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 [CIRCLES] 75.555 98.517 10 X-direction 10.240 29.128 10 Y-direction 2.000 -11.000 12 Tangent lines 123.885 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] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 1.00 [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] 1 [LIFT SLIP DATA] 78.885 93.885 5 X-direction Left 15.000 25.000 5 Y-direction Left 98.885 113.885 5 X-direction Right 8.000 18.000 5 Y-direction Right -5.000 5.000 10 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 10 Number of tangentlines -5.000 -3.889 -2.778 -1.667 -0.556 0.556 1.667 2.778 3.889 5.000 [EXTERNAL WATER LEVELS] 1 = Water data used 6.50 = Design level 0.65 = Decimate height 2 norm = 1/4000 2 = number of items Toetspeil + 0,5 m 3 = Phreatic line 7.00 = Level Piezo lines 5 - Number of layers 4 4 = Pl-top and pl-bottom 3 4 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom Toetspeil - 1,0 m 5 = Phreatic line 5.50 = Level Piezo lines 5 - Number of layers 6 6 = Pl-top and pl-bottom 5 6 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom 5 5 = Pl-top and pl-bottom [MODEL FACTOR] 1.02 = Limit value stability factor 0.05 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 1892.00 = 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=0.20 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.02 LimitValueBishopStdDev=0.05 LimitValueBishopDistribution=3 LimitValueVanMean=0.97 LimitValueVanStdDev=0.05 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 123.89 = X co-ordinate indicating start of zone [m] 123.89 = 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 123.89 = Left side minimum road [m] 123.89 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 0 Stability calculation at left 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]