Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:43 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DV14_13.67_14.1 STBI-UpliftVan RA_130620.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] 13 = number of items [SOIL] du zand SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamOvenDry=0.01 SoilGamWet=21.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=5.34 SoilPhi=26.52 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUOzand 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=1.30 SoilStdPhi=1.69 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=5 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=5 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] hvn SoilColor=4210816 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamOvenDry=0.01 SoilGamWet=11.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=6.91 SoilPhi=25.79 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW_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=2.48 SoilStdPhi=2.35 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=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] can SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamOvenDry=0.01 SoilGamWet=16.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=6.63 SoilPhi=19.74 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAN 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=3.55 SoilStdPhi=4.88 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=11 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=11 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] dun SoilColor=12615808 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamOvenDry=0.01 SoilGamWet=17.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=3.19 SoilPhi=25.35 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUN 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=1.31 SoilStdPhi=1.48 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=9 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=9 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] hvo SoilColor=4210816 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamOvenDry=0.01 SoilGamWet=11.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=17.79 SoilPhi=27.16 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-HVO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=10.07 SoilStdPhi=4.91 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] cao SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamOvenDry=0.01 SoilGamWet=16.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=7.70 SoilPhi=21.68 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=2.22 SoilStdPhi=3.76 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=18 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=18 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] duo SoilColor=12615808 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamOvenDry=0.01 SoilGamWet=17.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=7.84 SoilPhi=20.66 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUOklei SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=4.65 SoilStdPhi=3.38 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=11 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=11 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] OB (2) SoilColor=15852451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamOvenDry=0.01 SoilGamWet=17.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=3.30 SoilPhi=25.81 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-OBO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.37 SoilStdPhi=1.93 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=24 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=24 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] OA (1) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.06 SoilGamOvenDry=0.01 SoilGamWet=18.06 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=5.64 SoilPhi=22.05 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-OAO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=2.12 SoilStdPhi=0.54 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=5 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=5 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Verkeersbelasting (6) SoilColor=6923673 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=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUOzand SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=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_du zand SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamOvenDry=0.01 SoilGamWet=21.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=5.34 SoilPhi=26.52 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUOzand 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=1.30 SoilStdPhi=1.69 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=5 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=5 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_dun SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamOvenDry=0.01 SoilGamWet=17.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=3.19 SoilPhi=25.35 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUN 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=1.31 SoilStdPhi=1.48 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=9 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=9 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_duo SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamOvenDry=0.01 SoilGamWet=17.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=7.84 SoilPhi=20.66 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-DUOklei SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=4.65 SoilStdPhi=3.38 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=11 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=11 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 280 - Number of geometry points - 1 -30.000 -15.150 0.000 2 -30.000 2.900 0.000 3 100.500 -0.860 0.000 4 100.000 -0.790 0.000 5 99.500 -0.780 0.000 6 99.000 -0.750 0.000 7 98.500 -0.750 0.000 8 98.000 -0.740 0.000 9 97.500 -0.720 0.000 10 97.000 -0.680 0.000 11 96.500 -0.630 0.000 12 96.000 -0.670 0.000 13 95.000 -0.610 0.000 14 94.500 -0.610 0.000 15 94.000 -0.620 0.000 16 93.500 -0.640 0.000 17 93.000 -0.590 0.000 18 92.500 -0.570 0.000 19 92.000 -0.570 0.000 20 91.500 -0.560 0.000 21 91.000 -0.560 0.000 22 90.500 -0.560 0.000 23 90.000 -0.550 0.000 24 89.500 -0.550 0.000 25 89.000 -0.540 0.000 26 88.500 -0.550 0.000 27 88.000 -0.540 0.000 28 87.500 -0.540 0.000 29 87.000 -0.540 0.000 30 86.500 -0.530 0.000 31 86.000 -0.520 0.000 32 85.500 -0.530 0.000 33 85.000 -0.520 0.000 34 84.000 -0.510 0.000 35 83.500 -0.520 0.000 36 83.000 -0.520 0.000 37 82.500 -0.510 0.000 38 82.000 -0.500 0.000 39 81.500 -0.510 0.000 40 81.000 -0.520 0.000 41 80.500 -0.510 0.000 42 80.000 -0.520 0.000 43 79.500 -0.530 0.000 44 79.000 -0.490 0.000 45 78.500 -0.510 0.000 46 78.000 -0.540 0.000 47 77.500 -0.510 0.000 48 77.000 -0.510 0.000 49 76.500 -0.520 0.000 50 76.000 -0.540 0.000 51 75.500 -0.530 0.000 52 75.000 -0.520 0.000 53 74.500 -0.540 0.000 54 74.000 -0.530 0.000 55 73.500 -0.550 0.000 56 73.000 -0.550 0.000 57 72.500 -0.550 0.000 58 72.000 -0.560 0.000 59 71.500 -0.570 0.000 60 71.000 -0.570 0.000 61 70.500 -0.540 0.000 62 69.500 -0.670 0.000 63 69.000 -0.710 0.000 64 68.000 -0.700 0.000 65 67.500 -0.770 0.000 66 66.500 -0.750 0.000 67 66.000 -0.760 0.000 68 65.500 -0.760 0.000 69 65.000 -0.810 0.000 70 64.500 -0.820 0.000 71 64.000 -0.780 0.000 72 63.500 -0.760 0.000 73 63.000 -0.780 0.000 74 62.500 -0.800 0.000 75 62.000 -0.810 0.000 76 61.500 -0.790 0.000 77 61.000 -0.780 0.000 78 60.500 -0.740 0.000 79 60.000 -0.760 0.000 80 59.500 -0.780 0.000 81 59.000 -0.740 0.000 82 58.500 -0.720 0.000 83 58.000 -0.720 0.000 84 57.500 -0.710 0.000 85 57.000 -0.720 0.000 86 56.500 -0.720 0.000 87 56.000 -0.690 0.000 88 55.500 -0.710 0.000 89 55.000 -0.690 0.000 90 54.500 -0.720 0.000 91 54.000 -0.720 0.000 92 53.500 -0.730 0.000 93 52.500 -0.720 0.000 94 51.500 -0.720 0.000 95 51.000 -0.740 0.000 96 50.500 -0.780 0.000 97 50.000 -0.780 0.000 98 49.500 -0.800 0.000 99 49.000 -0.800 0.000 100 48.500 -0.850 0.000 101 48.000 -0.870 0.000 102 47.500 -0.890 0.000 103 46.500 -0.910 0.000 104 46.000 -0.910 0.000 105 45.500 -0.970 0.000 106 45.000 -1.330 0.000 107 44.500 -1.630 0.000 108 44.000 -1.730 0.000 109 26.000 -1.560 0.000 110 18.500 -0.780 0.000 111 17.500 -0.700 0.000 112 6.500 3.410 0.000 113 -8.000 1.830 0.000 114 -9.000 1.570 0.000 115 -9.500 1.510 0.000 116 -10.500 1.340 0.000 117 -11.000 1.240 0.000 118 -30.000 -6.630 0.000 119 -30.000 -1.800 0.000 120 -18.340 -1.800 0.000 121 -11.500 1.150 0.000 122 -10.000 1.440 0.000 123 -8.500 1.680 0.000 124 -6.500 2.340 0.000 125 -6.000 2.640 0.000 126 -5.000 2.920 0.000 127 -4.500 3.070 0.000 128 -4.000 3.400 0.000 129 -3.500 3.580 0.000 130 -3.000 3.850 0.000 131 -2.500 4.030 0.000 132 -2.000 4.130 0.000 133 -1.500 4.340 0.000 134 -0.500 4.630 0.000 135 0.000 4.670 0.000 136 0.500 4.630 0.000 137 0.500 4.830 0.000 138 3.000 4.790 0.000 139 3.000 4.590 0.000 140 3.500 4.530 0.000 141 4.000 4.500 0.000 142 5.000 4.230 0.000 143 5.500 3.880 0.000 144 6.000 3.730 0.000 145 7.000 3.230 0.000 146 7.500 2.920 0.000 147 8.000 2.710 0.000 148 8.500 2.590 0.000 149 9.000 2.340 0.000 150 9.500 2.000 0.000 151 10.000 1.850 0.000 152 10.500 1.480 0.000 153 11.000 1.260 0.000 154 12.000 0.910 0.000 155 12.500 0.590 0.000 156 13.000 0.410 0.000 157 13.500 0.120 0.000 158 14.000 -0.220 0.000 159 14.500 -0.400 0.000 160 15.000 -0.490 0.000 161 15.500 -0.490 0.000 162 16.000 -0.580 0.000 163 16.500 -0.660 0.000 164 17.000 -0.700 0.000 165 17.701 -0.704 0.000 166 18.000 -0.780 0.000 167 18.697 -0.778 0.000 168 19.000 -0.820 0.000 169 19.500 -0.840 0.000 170 20.000 -0.920 0.000 171 20.500 -0.900 0.000 172 21.000 -0.970 0.000 173 21.500 -1.020 0.000 174 22.084 -1.168 0.000 175 22.464 -1.458 0.000 176 22.777 -1.697 0.000 177 23.050 -2.120 0.000 178 23.500 -2.250 0.000 179 25.000 -2.250 0.000 180 25.670 -2.140 0.000 181 25.790 -1.580 0.000 182 26.960 -1.350 0.000 183 30.430 -1.190 0.000 184 39.840 -1.170 0.000 185 41.890 -1.310 0.000 186 42.690 -1.480 0.000 187 42.900 -1.920 0.000 188 43.350 -2.140 0.000 189 43.830 -1.900 0.000 190 44.220 -1.510 0.000 191 44.450 -1.207 0.000 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0.000 276 -1.180 1.500 0.000 277 4.260 1.500 0.000 278 12.739 -1.550 0.000 279 22.730 -1.550 0.000 280 101.277 -1.550 0.000 [END OF POINTS] [CURVES] 158 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 128 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 135 136 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 144 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 146 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 163 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 163 164 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 164 165 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 166 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 167 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 168 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 169 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 170 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 171 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 172 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 173 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 174 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 178 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 179 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 180 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 180 181 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 182 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 182 183 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 183 184 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 184 185 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 185 186 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 186 187 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 187 188 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 188 189 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 189 190 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 191 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 191 192 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 192 193 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 193 194 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 194 195 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 195 196 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 196 197 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 197 198 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 198 199 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 199 200 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 200 201 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 201 202 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 139 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 203 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 203 204 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 204 205 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 205 206 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 206 207 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 207 208 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 208 209 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 209 210 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 210 211 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 211 212 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 212 213 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 213 214 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 214 215 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 215 216 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 216 217 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 217 175 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 204 218 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 218 219 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 219 220 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 220 213 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 203 221 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 221 214 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 222 223 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 223 224 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 224 225 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 225 214 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 226 227 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 227 225 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 228 229 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 229 230 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 230 227 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 231 232 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 232 230 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 233 234 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 234 235 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 235 232 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 236 237 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 237 238 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 238 235 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 239 240 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 240 237 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 241 242 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 242 243 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 243 240 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 232 244 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 244 245 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 235 246 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 246 247 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 237 248 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 248 246 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 240 249 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 249 250 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 243 251 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 251 252 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 253 254 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 262 263 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 266 265 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 265 264 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 260 261 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 255 256 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 256 257 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 257 258 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 258 259 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 259 260 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 267 268 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 268 269 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 269 270 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 270 271 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 271 272 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 274 275 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 275 276 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 276 277 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 277 278 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 278 279 [END OF CURVES] [BOUNDARIES] 19 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 139 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 126 127 137 138 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 126 127 128 135 136 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 126 127 128 125 133 134 132 4 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 126 127 128 125 122 123 131 132 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 126 127 128 125 122 123 120 129 130 6 - Boundary number 42 - number of curves on boundary, next line(s) are curvenumbers 126 127 128 125 122 123 120 117 115 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 7 - Boundary number 40 - number of curves on boundary, next line(s) are curvenumbers 124 125 122 123 120 117 115 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 8 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 121 122 123 120 117 115 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 9 - Boundary number 38 - number of curves on boundary, next line(s) are curvenumbers 118 119 120 117 115 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 10 - Boundary number 36 - number of curves on boundary, next line(s) are curvenumbers 116 117 115 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 11 - Boundary number 36 - number of curves on boundary, next line(s) are curvenumbers 113 114 115 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 12 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 111 112 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 13 - Boundary number 35 - number of curves on boundary, next line(s) are curvenumbers 107 108 109 110 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 14 - Boundary number 35 - number of curves on boundary, next line(s) are curvenumbers 1 85 105 106 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 15 - Boundary number 39 - number of curves on boundary, next line(s) are curvenumbers 1 85 86 101 102 103 104 96 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 16 - Boundary number 44 - number of curves on boundary, next line(s) are curvenumbers 1 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 17 - Boundary number 81 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 84 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 18 - Boundary number 83 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 [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] 5 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 144 145 146 147 148 143 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 140 3 - PlLine number 2 - number of curves on PlLine, next line(s) are curvenumbers 141 142 4 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 149 150 151 152 153 143 5 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 154 155 156 157 158 143 [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_du zand 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 can 99 - 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 hvn 2 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer WL_dun 2 - Piezometric level line at top of layer 2 - 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 WL_du zand 2 - Piezometric level line at top of layer 2 - 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 dun 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer cao 99 - Piezometric level line at top of layer 3 - 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 hvo 2 - 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 WL_duo 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer WL_du zand 2 - Piezometric level line at top of layer 2 - 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 duo 99 - Piezometric level line at top of layer 2 - 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 du zand 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 duo 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 du zand 1 - Piezometric level line at top of layer 99 - 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 du zand 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 OA (1) 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 OB (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 Verkeersbelasting (6) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] VNK Dijkring 21 Dijkvak 14 hmp 13.8 STBI UpliftVan [MODEL] 4 : Uplift Van 1 : C phi 1 : Probabilistic on 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 18 Number of layers 18 100 17 0 100 16 100 100 100 15 100 100 100 100 14 100 100 100 100 100 13 0 100 100 100 100 100 12 100 100 100 100 100 100 100 11 0 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 100 9 0 100 100 100 100 100 100 100 100 100 8 0 100 100 100 100 100 100 100 100 100 100 7 0 100 100 100 100 100 100 100 100 100 100 100 6 0 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 0 0 0 0 0 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] 10.074 18.314 8 X-direction 5.357 11.537 6 Y-direction -2.000 -5.000 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] 13 = number of items [STRESS CURVE] HW-HVO 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.30 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=16.80 [END OF POINT] [POINT] SoilStressTableSigma=26.41 SoilStressTableTau=17.60 SoilStressTableTauCharacteristic=20.67 SoilStressTableTauMean=31.20 [END OF POINT] [POINT] SoilStressTableSigma=36.83 SoilStressTableTau=22.86 SoilStressTableTauCharacteristic=26.72 SoilStressTableTauMean=36.88 [END OF POINT] [POINT] SoilStressTableSigma=47.26 SoilStressTableTau=25.66 SoilStressTableTauCharacteristic=29.94 SoilStressTableTauMean=41.60 [END OF POINT] [POINT] SoilStressTableSigma=57.68 SoilStressTableTau=30.93 SoilStressTableTauCharacteristic=35.99 SoilStressTableTauMean=47.99 [END OF POINT] [POINT] SoilStressTableSigma=68.11 SoilStressTableTau=35.32 SoilStressTableTauCharacteristic=41.04 SoilStressTableTauMean=52.77 [END OF POINT] [POINT] SoilStressTableSigma=78.53 SoilStressTableTau=38.72 SoilStressTableTauCharacteristic=44.95 SoilStressTableTauMean=57.82 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW_HVN 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=12.44 SoilStressTableTau=3.95 SoilStressTableTauCharacteristic=6.26 SoilStressTableTauMean=8.84 [END OF POINT] [POINT] SoilStressTableSigma=18.98 SoilStressTableTau=8.61 SoilStressTableTauCharacteristic=11.62 SoilStressTableTauMean=16.11 [END OF POINT] [POINT] SoilStressTableSigma=25.52 SoilStressTableTau=12.35 SoilStressTableTauCharacteristic=15.92 SoilStressTableTauMean=21.64 [END OF POINT] [POINT] SoilStressTableSigma=32.06 SoilStressTableTau=16.82 SoilStressTableTauCharacteristic=21.07 SoilStressTableTauMean=25.49 [END OF POINT] [POINT] SoilStressTableSigma=38.61 SoilStressTableTau=19.63 SoilStressTableTauCharacteristic=24.30 SoilStressTableTauMean=26.83 [END OF POINT] [POINT] SoilStressTableSigma=45.15 SoilStressTableTau=21.40 SoilStressTableTauCharacteristic=26.32 SoilStressTableTauMean=29.33 [END OF POINT] [POINT] SoilStressTableSigma=51.69 SoilStressTableTau=22.98 SoilStressTableTauCharacteristic=28.15 SoilStressTableTauMean=30.89 [END OF POINT] [POINT] SoilStressTableSigma=58.23 SoilStressTableTau=24.08 SoilStressTableTauCharacteristic=29.41 SoilStressTableTauMean=32.72 [END OF POINT] [POINT] SoilStressTableSigma=64.77 SoilStressTableTau=24.72 SoilStressTableTauCharacteristic=30.15 SoilStressTableTauMean=34.57 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-OBO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.62 [END OF POINT] [POINT] SoilStressTableSigma=23.70 SoilStressTableTau=11.44 SoilStressTableTauCharacteristic=12.80 SoilStressTableTauMean=14.98 [END OF POINT] [POINT] SoilStressTableSigma=34.38 SoilStressTableTau=16.92 SoilStressTableTauCharacteristic=18.83 SoilStressTableTauMean=20.55 [END OF POINT] [POINT] SoilStressTableSigma=45.05 SoilStressTableTau=20.97 SoilStressTableTauCharacteristic=23.29 SoilStressTableTauMean=25.60 [END OF POINT] [POINT] SoilStressTableSigma=55.72 SoilStressTableTau=24.89 SoilStressTableTauCharacteristic=27.59 SoilStressTableTauMean=30.46 [END OF POINT] [POINT] SoilStressTableSigma=66.40 SoilStressTableTau=29.30 SoilStressTableTauCharacteristic=32.45 SoilStressTableTauMean=35.43 [END OF POINT] [POINT] SoilStressTableSigma=77.07 SoilStressTableTau=33.51 SoilStressTableTauCharacteristic=37.08 SoilStressTableTauMean=40.37 [END OF POINT] [POINT] SoilStressTableSigma=87.75 SoilStressTableTau=37.34 SoilStressTableTauCharacteristic=41.29 SoilStressTableTauMean=45.11 [END OF POINT] [POINT] SoilStressTableSigma=98.42 SoilStressTableTau=40.82 SoilStressTableTauCharacteristic=45.12 SoilStressTableTauMean=49.96 [END OF POINT] [POINT] SoilStressTableSigma=109.09 SoilStressTableTau=45.88 SoilStressTableTauCharacteristic=50.69 SoilStressTableTauMean=57.07 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-OAO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.43 SoilStressTableTauCharacteristic=3.09 SoilStressTableTauMean=5.13 [END OF POINT] [POINT] SoilStressTableSigma=31.00 SoilStressTableTau=13.07 SoilStressTableTauCharacteristic=14.75 SoilStressTableTauMean=18.36 [END OF POINT] [POINT] SoilStressTableSigma=39.54 SoilStressTableTau=16.00 SoilStressTableTauCharacteristic=17.97 SoilStressTableTauMean=22.00 [END OF POINT] [POINT] SoilStressTableSigma=48.07 SoilStressTableTau=19.19 SoilStressTableTauCharacteristic=21.48 SoilStressTableTauMean=25.47 [END OF POINT] [POINT] SoilStressTableSigma=56.61 SoilStressTableTau=22.31 SoilStressTableTauCharacteristic=24.90 SoilStressTableTauMean=28.80 [END OF POINT] [POINT] SoilStressTableSigma=65.14 SoilStressTableTau=25.94 SoilStressTableTauCharacteristic=28.90 SoilStressTableTauMean=32.08 [END OF POINT] [POINT] SoilStressTableSigma=73.68 SoilStressTableTau=28.93 SoilStressTableTauCharacteristic=32.19 SoilStressTableTauMean=35.34 [END OF POINT] [POINT] SoilStressTableSigma=82.21 SoilStressTableTau=31.94 SoilStressTableTauCharacteristic=35.50 SoilStressTableTauMean=38.50 [END OF POINT] [POINT] SoilStressTableSigma=90.75 SoilStressTableTau=36.24 SoilStressTableTauCharacteristic=40.23 SoilStressTableTauMean=42.42 [END OF POINT] [POINT] SoilStressTableSigma=99.28 SoilStressTableTau=37.55 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=45.78 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUN 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.97 [END OF POINT] [POINT] SoilStressTableSigma=21.30 SoilStressTableTau=8.76 SoilStressTableTauCharacteristic=10.25 SoilStressTableTauMean=12.75 [END OF POINT] [POINT] SoilStressTableSigma=31.37 SoilStressTableTau=13.87 SoilStressTableTauCharacteristic=15.86 SoilStressTableTauMean=18.32 [END OF POINT] [POINT] SoilStressTableSigma=41.43 SoilStressTableTau=17.72 SoilStressTableTauCharacteristic=20.11 SoilStressTableTauMean=22.94 [END OF POINT] [POINT] SoilStressTableSigma=51.50 SoilStressTableTau=21.79 SoilStressTableTauCharacteristic=24.59 SoilStressTableTauMean=27.68 [END OF POINT] [POINT] SoilStressTableSigma=61.56 SoilStressTableTau=25.77 SoilStressTableTauCharacteristic=28.96 SoilStressTableTauMean=32.39 [END OF POINT] [POINT] SoilStressTableSigma=71.63 SoilStressTableTau=29.81 SoilStressTableTauCharacteristic=33.41 SoilStressTableTauMean=37.37 [END OF POINT] [POINT] SoilStressTableSigma=81.69 SoilStressTableTau=33.87 SoilStressTableTauCharacteristic=37.88 SoilStressTableTauMean=41.83 [END OF POINT] [POINT] SoilStressTableSigma=91.76 SoilStressTableTau=37.44 SoilStressTableTauCharacteristic=41.80 SoilStressTableTauMean=46.27 [END OF POINT] [POINT] SoilStressTableSigma=101.82 SoilStressTableTau=43.35 SoilStressTableTauCharacteristic=48.30 SoilStressTableTauMean=52.78 [END OF POINT] [POINT] SoilStressTableSigma=111.89 SoilStressTableTau=45.26 SoilStressTableTauCharacteristic=50.40 SoilStressTableTauMean=53.92 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUOklei 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.94 SoilStressTableTauCharacteristic=1.15 SoilStressTableTauMean=3.80 [END OF POINT] [POINT] SoilStressTableSigma=28.13 SoilStressTableTau=11.49 SoilStressTableTauCharacteristic=12.77 SoilStressTableTauMean=17.56 [END OF POINT] [POINT] SoilStressTableSigma=36.86 SoilStressTableTau=14.77 SoilStressTableTauCharacteristic=16.38 SoilStressTableTauMean=21.83 [END OF POINT] [POINT] SoilStressTableSigma=45.60 SoilStressTableTau=17.78 SoilStressTableTauCharacteristic=19.69 SoilStressTableTauMean=25.45 [END OF POINT] [POINT] SoilStressTableSigma=54.33 SoilStressTableTau=20.53 SoilStressTableTauCharacteristic=22.72 SoilStressTableTauMean=28.81 [END OF POINT] [POINT] SoilStressTableSigma=63.07 SoilStressTableTau=23.84 SoilStressTableTauCharacteristic=26.37 SoilStressTableTauMean=32.04 [END OF POINT] [POINT] SoilStressTableSigma=71.80 SoilStressTableTau=26.55 SoilStressTableTauCharacteristic=29.35 SoilStressTableTauMean=35.10 [END OF POINT] [POINT] SoilStressTableSigma=80.54 SoilStressTableTau=29.18 SoilStressTableTauCharacteristic=32.24 SoilStressTableTauMean=38.11 [END OF POINT] [POINT] SoilStressTableSigma=89.27 SoilStressTableTau=31.35 SoilStressTableTauCharacteristic=34.62 SoilStressTableTauMean=41.58 [END OF POINT] [POINT] SoilStressTableSigma=98.01 SoilStressTableTau=32.91 SoilStressTableTauCharacteristic=36.33 SoilStressTableTauMean=44.29 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUOzand 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.77 SoilStressTableTauCharacteristic=0.91 SoilStressTableTauMean=3.06 [END OF POINT] [POINT] SoilStressTableSigma=32.87 SoilStressTableTau=15.92 SoilStressTableTauCharacteristic=17.63 SoilStressTableTauMean=21.30 [END OF POINT] [POINT] SoilStressTableSigma=41.07 SoilStressTableTau=19.70 SoilStressTableTauCharacteristic=21.79 SoilStressTableTauMean=25.85 [END OF POINT] [POINT] SoilStressTableSigma=49.27 SoilStressTableTau=24.42 SoilStressTableTauCharacteristic=26.97 SoilStressTableTauMean=30.13 [END OF POINT] [POINT] SoilStressTableSigma=57.47 SoilStressTableTau=28.44 SoilStressTableTauCharacteristic=31.39 SoilStressTableTauMean=34.39 [END OF POINT] [POINT] SoilStressTableSigma=65.66 SoilStressTableTau=32.08 SoilStressTableTauCharacteristic=35.40 SoilStressTableTauMean=38.45 [END OF POINT] [POINT] SoilStressTableSigma=73.87 SoilStressTableTau=35.11 SoilStressTableTauCharacteristic=38.73 SoilStressTableTauMean=42.31 [END OF POINT] [POINT] SoilStressTableSigma=82.06 SoilStressTableTau=38.06 SoilStressTableTauCharacteristic=41.97 SoilStressTableTauMean=46.15 [END OF POINT] [POINT] SoilStressTableSigma=90.26 SoilStressTableTau=40.96 SoilStressTableTauCharacteristic=45.17 SoilStressTableTauMean=50.00 [END OF POINT] [POINT] SoilStressTableSigma=98.46 SoilStressTableTau=43.85 SoilStressTableTauCharacteristic=48.34 SoilStressTableTauMean=53.80 [END OF POINT] [POINT] SoilStressTableSigma=106.66 SoilStressTableTau=47.44 SoilStressTableTauCharacteristic=52.30 SoilStressTableTauMean=59.19 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-CAN 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=22.24 SoilStressTableTau=8.06 SoilStressTableTauCharacteristic=9.16 SoilStressTableTauMean=12.99 [END OF POINT] [POINT] SoilStressTableSigma=30.48 SoilStressTableTau=11.41 SoilStressTableTauCharacteristic=12.85 SoilStressTableTauMean=18.16 [END OF POINT] [POINT] SoilStressTableSigma=38.73 SoilStressTableTau=14.03 SoilStressTableTauCharacteristic=15.73 SoilStressTableTauMean=20.39 [END OF POINT] [POINT] SoilStressTableSigma=46.98 SoilStressTableTau=15.92 SoilStressTableTauCharacteristic=17.80 SoilStressTableTauMean=23.17 [END OF POINT] [POINT] SoilStressTableSigma=55.22 SoilStressTableTau=17.49 SoilStressTableTauCharacteristic=19.54 SoilStressTableTauMean=25.76 [END OF POINT] [POINT] SoilStressTableSigma=63.47 SoilStressTableTau=20.76 SoilStressTableTauCharacteristic=23.13 SoilStressTableTauMean=29.37 [END OF POINT] [POINT] SoilStressTableSigma=71.72 SoilStressTableTau=24.59 SoilStressTableTauCharacteristic=27.35 SoilStressTableTauMean=32.97 [END OF POINT] [POINT] SoilStressTableSigma=79.96 SoilStressTableTau=29.97 SoilStressTableTauCharacteristic=33.26 SoilStressTableTauMean=37.20 [END OF POINT] [POINT] SoilStressTableSigma=88.21 SoilStressTableTau=30.78 SoilStressTableTauCharacteristic=34.15 SoilStressTableTauMean=40.92 [END OF POINT] [POINT] SoilStressTableSigma=96.45 SoilStressTableTau=31.89 SoilStressTableTauCharacteristic=35.37 SoilStressTableTauMean=44.15 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-CAO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.06 SoilStressTableTauCharacteristic=4.45 SoilStressTableTauMean=4.45 [END OF POINT] [POINT] SoilStressTableSigma=27.97 SoilStressTableTau=13.79 SoilStressTableTauCharacteristic=15.77 SoilStressTableTauMean=17.97 [END OF POINT] [POINT] SoilStressTableSigma=38.05 SoilStressTableTau=17.29 SoilStressTableTauCharacteristic=19.63 SoilStressTableTauMean=22.84 [END OF POINT] [POINT] SoilStressTableSigma=48.12 SoilStressTableTau=20.31 SoilStressTableTauCharacteristic=22.95 SoilStressTableTauMean=27.21 [END OF POINT] [POINT] SoilStressTableSigma=58.20 SoilStressTableTau=23.06 SoilStressTableTauCharacteristic=25.98 SoilStressTableTauMean=31.12 [END OF POINT] [POINT] SoilStressTableSigma=68.28 SoilStressTableTau=26.28 SoilStressTableTauCharacteristic=29.51 SoilStressTableTauMean=35.41 [END OF POINT] [POINT] SoilStressTableSigma=78.35 SoilStressTableTau=28.65 SoilStressTableTauCharacteristic=32.12 SoilStressTableTauMean=38.82 [END OF POINT] [POINT] SoilStressTableSigma=88.43 SoilStressTableTau=33.81 SoilStressTableTauCharacteristic=37.80 SoilStressTableTauMean=43.08 [END OF POINT] [POINT] SoilStressTableSigma=98.50 SoilStressTableTau=36.74 SoilStressTableTauCharacteristic=41.02 SoilStressTableTauMean=46.60 [END OF POINT] [POINT] SoilStressTableSigma=108.60 SoilStressTableTau=38.42 SoilStressTableTauCharacteristic=42.87 SoilStressTableTauMean=50.30 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - Verkeersbelasting 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-Alg - ophoogzand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=129.88 SoilStressTableTauCharacteristic=129.88 SoilStressTableTauMean=129.88 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-Alg - cunetzand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=104.11 SoilStressTableTauCharacteristic=104.11 SoilStressTableTauMean=104.11 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUOzand 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.77 SoilStressTableTauCharacteristic=0.91 SoilStressTableTauMean=3.06 [END OF POINT] [POINT] SoilStressTableSigma=32.87 SoilStressTableTau=15.92 SoilStressTableTauCharacteristic=17.63 SoilStressTableTauMean=21.30 [END OF POINT] [POINT] SoilStressTableSigma=41.07 SoilStressTableTau=19.70 SoilStressTableTauCharacteristic=21.79 SoilStressTableTauMean=25.85 [END OF POINT] [POINT] SoilStressTableSigma=49.27 SoilStressTableTau=24.42 SoilStressTableTauCharacteristic=26.97 SoilStressTableTauMean=30.13 [END OF POINT] [POINT] SoilStressTableSigma=57.47 SoilStressTableTau=28.44 SoilStressTableTauCharacteristic=31.39 SoilStressTableTauMean=34.39 [END OF POINT] [POINT] SoilStressTableSigma=65.66 SoilStressTableTau=32.08 SoilStressTableTauCharacteristic=35.40 SoilStressTableTauMean=38.45 [END OF POINT] [POINT] SoilStressTableSigma=73.87 SoilStressTableTau=35.11 SoilStressTableTauCharacteristic=38.73 SoilStressTableTauMean=42.31 [END OF POINT] [POINT] SoilStressTableSigma=82.06 SoilStressTableTau=38.06 SoilStressTableTauCharacteristic=41.97 SoilStressTableTauMean=46.15 [END OF POINT] [POINT] SoilStressTableSigma=90.26 SoilStressTableTau=40.96 SoilStressTableTauCharacteristic=45.17 SoilStressTableTauMean=50.00 [END OF POINT] [POINT] SoilStressTableSigma=98.46 SoilStressTableTau=43.85 SoilStressTableTauCharacteristic=48.34 SoilStressTableTauMean=53.80 [END OF POINT] [POINT] SoilStressTableSigma=106.66 SoilStressTableTau=47.44 SoilStressTableTauCharacteristic=52.30 SoilStressTableTauMean=59.19 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 18 [LIFT SLIP DATA] 15.000 20.000 5 X-direction Left 12.500 17.500 5 Y-direction Left 15.000 20.000 5 X-direction Right 10.000 15.000 5 Y-direction Right -5.000 -3.000 10 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 10 Number of tangentlines -5.000 -4.778 -4.556 -4.333 -4.111 -3.889 -3.667 -3.444 -3.222 -3.000 [EXTERNAL WATER LEVELS] 1 = Water data used 2.90 = Design level 0.00 = Decimate height 1 norm = 1/10000 2 = number of items MHW + 0.5 m 4 = Phreatic line 3.40 = Level Piezo lines 18 - Number of layers 3 3 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom MHW -1.0 m 5 = Phreatic line 1.90 = Level Piezo lines 18 - Number of layers 3 3 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 5 99 = Pl-top and pl-bottom 99 3 = Pl-top and pl-bottom 2 99 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 2 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 5 99 = 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 5 5 = Pl-top and pl-bottom [MODEL FACTOR] 0.93 = Limit value stability factor 0.07 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 415.00 = 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=1.00 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=0.93 LimitValueBishopStdDev=0.07 LimitValueBishopDistribution=3 LimitValueVanMean=0.88 LimitValueVanStdDev=0.07 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]