Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:48 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\16.AW176.180_UV.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] 27 = number of items [SOIL] ALG Zand (0-30) (4) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.00 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=0.00 SoilDistPOP=2 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] N-Gorkum 2 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamOvenDry=0.01 SoilGamWet=16.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=3.09 SoilPhi=23.34 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 NAAST 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=0.77 SoilStdPhi=3.50 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=60 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=60 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] O-Gorkum 2 (1) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamOvenDry=0.01 SoilGamWet=16.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=15.78 SoilPhi=17.85 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 2 ONDER 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=3.94 SoilStdPhi=2.68 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=35 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=35 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] N-Gorkum 1 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.34 SoilPhi=20.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.58 SoilStdPhi=3.07 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=4 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=4 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] O-Gorkum 1 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=26.10 SoilPhi=12.71 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 ONDER 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=6.53 SoilStdPhi=1.91 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=28 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=28 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] N-Hol. Veen SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.60 SoilGamOvenDry=0.01 SoilGamWet=10.60 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.85 SoilPhi=31.35 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST 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=0.46 SoilStdPhi=4.70 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=19 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=19 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] O-Hol. Veen SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.60 SoilGamOvenDry=0.01 SoilGamWet=10.60 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=25.38 SoilPhi=25.21 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN ONDER 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=6.34 SoilStdPhi=3.78 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=26 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=26 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] N-Tiel (2) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.20 SoilGamOvenDry=0.01 SoilGamWet=17.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=3.27 SoilPhi=22.37 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL NAAST 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=0.82 SoilStdPhi=3.36 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=20 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=20 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] O-Tiel (2) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.20 SoilGamOvenDry=0.01 SoilGamWet=17.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.65 SoilPhi=22.08 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL ONDER 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=1.66 SoilStdPhi=3.31 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=30 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=30 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Dijksmat (3) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.30 SoilGamOvenDry=0.01 SoilGamWet=19.30 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=8.27 SoilPhi=21.04 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - DIJKSMATERIAAL 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=2.07 SoilStdPhi=3.16 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=57 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=57 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] Nieuw Dijksmat SoilColor=7187949 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=2.99 SoilPhi=32.86 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Ophoogzand 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=0.75 SoilStdPhi=4.93 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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] N-Basisveen SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamOvenDry=0.01 SoilGamWet=11.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=5.31 SoilPhi=24.92 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - BASISVEEN NAAST 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=1.33 SoilStdPhi=3.74 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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] Verkeersbelasting (11) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.00 SoilGamOvenDry=0.01 SoilGamWet=13.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=0.00 SoilDistPOP=2 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] Nieuw Dijksmat (36) SoilColor=9544960 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=3.42 SoilPhi=27.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Ophoogzand 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=0.68 SoilStdPhi=2.55 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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] Dijksmat (35) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.30 SoilGamOvenDry=0.01 SoilGamWet=19.30 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=8.27 SoilPhi=21.04 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - DIJKSMATERIAAL 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=0.52 SoilStdPhi=1.98 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=57 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=57 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] O-Tiel (29) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.20 SoilGamOvenDry=0.01 SoilGamWet=17.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.65 SoilPhi=22.08 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL ONDER 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=2.04 SoilStdPhi=0.70 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=30 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=30 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] N-Tiel (21) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.20 SoilGamOvenDry=0.01 SoilGamWet=17.20 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=3.27 SoilPhi=22.37 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - TIEL NAAST 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=1.00 SoilStdPhi=0.51 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=20 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=20 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] N-Hol. Veen (20) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.60 SoilGamOvenDry=0.01 SoilGamWet=10.60 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.85 SoilPhi=31.35 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST 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=0.69 SoilStdPhi=2.08 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=19 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=19 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] N-Gorkum 1 (19) SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.34 SoilPhi=20.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.54 SoilStdPhi=3.31 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=4 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=4 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] N-Hol. Veen (18/17) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.60 SoilGamOvenDry=0.01 SoilGamWet=10.60 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.85 SoilPhi=31.35 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST 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=0.62 SoilStdPhi=1.86 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=19 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=19 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] N-Gorkum 1 (9) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.34 SoilPhi=20.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST 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=0.46 SoilStdPhi=2.85 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=4 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=4 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] N-Gorkum 1 (8) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.34 SoilPhi=20.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.54 SoilStdPhi=3.31 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=4 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=4 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] N-Basisveen (2) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamOvenDry=0.01 SoilGamWet=11.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=5.31 SoilPhi=24.92 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - BASISVEEN NAAST 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=0.92 SoilStdPhi=1.66 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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] N-Gorkum 1 (3) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.34 SoilPhi=20.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST 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=0.62 SoilStdPhi=3.81 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=4 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=4 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] N-Gorkum 1 (4) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.80 SoilGamOvenDry=0.01 SoilGamWet=14.80 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=6.34 SoilPhi=20.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - GORKUM 1 NAAST 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=0.46 SoilStdPhi=2.82 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=4 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=4 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] N-Hol. Veen (5) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.60 SoilGamOvenDry=0.01 SoilGamWet=10.60 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=1.85 SoilPhi=31.35 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Kr+Al - HOLLANDVEEN NAAST 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=0.63 SoilStdPhi=1.89 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=19 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=19 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_ALG Zand (0-30) (3) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=0 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.00 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=2 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=0.00 SoilDistPOP=2 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] 124 - Number of geometry points - 1 -47.930 -9.700 0.000 2 -47.930 -6.700 0.000 3 -43.249 -5.700 0.000 4 -41.611 -5.350 0.000 5 -29.930 -2.900 0.000 6 -22.000 -0.650 0.000 7 -15.930 1.000 0.000 8 -12.930 1.000 0.000 9 -11.550 1.180 0.000 10 -6.000 4.000 0.000 11 0.000 5.840 0.000 12 1.160 5.940 0.000 13 4.430 6.020 0.000 14 5.500 6.001 0.000 15 5.500 7.001 0.000 16 7.780 6.960 0.000 17 8.000 6.938 0.000 18 8.000 5.938 0.000 19 9.160 5.820 0.000 20 13.670 4.420 0.000 21 18.690 2.650 0.000 22 22.640 1.250 0.000 23 27.190 1.160 0.000 24 32.600 1.060 0.000 25 34.960 0.470 0.000 26 47.780 0.450 0.000 27 55.170 0.100 0.000 28 60.267 -2.500 0.000 29 150.000 -2.500 0.000 30 7.780 5.960 0.000 31 1.552 4.090 0.000 32 6.000 1.000 0.000 33 12.000 0.500 0.000 34 16.000 -0.800 0.000 35 16.000 -1.150 0.000 36 26.000 -1.150 0.000 37 27.000 -1.150 0.000 38 32.823 -1.000 0.000 39 -7.000 -0.650 0.000 40 5.000 -0.650 0.000 41 5.000 -0.800 0.000 42 -7.000 -5.350 0.000 43 -7.000 -4.350 0.000 44 -7.000 -3.500 0.000 45 -7.000 -5.700 0.000 46 -47.930 -9.300 0.000 47 -7.000 -9.300 0.000 48 -7.000 -9.200 0.000 49 -7.000 -8.050 0.000 50 -7.000 -7.250 0.000 51 -47.930 -10.100 0.000 52 -7.000 -10.102 0.000 53 -47.930 -10.700 0.000 54 -7.000 -10.700 0.000 55 5.000 -3.500 0.000 56 5.000 -2.900 0.000 57 5.000 -4.350 0.000 58 5.000 -5.700 0.000 59 5.000 -4.900 0.000 60 5.000 -7.250 0.000 61 5.000 -5.900 0.000 62 5.000 -8.050 0.000 63 5.000 -9.200 0.000 64 5.000 -10.100 0.000 65 5.000 -9.500 0.000 66 5.000 -10.700 0.000 67 16.000 -2.900 0.000 68 16.000 -2.500 0.000 69 16.000 -4.900 0.000 70 16.000 -4.600 0.000 71 16.000 -3.250 0.000 72 16.000 -5.700 0.000 73 16.000 -5.900 0.000 74 16.000 -9.500 0.000 75 16.000 -6.850 0.000 76 16.000 -6.000 0.000 77 16.000 -10.700 0.000 78 16.000 -9.700 0.000 79 26.000 -2.500 0.000 80 26.000 -3.250 0.000 81 26.000 -4.600 0.000 82 26.000 -5.700 0.000 83 26.000 -6.000 0.000 84 26.000 -6.850 0.000 85 26.000 -6.450 0.000 86 26.000 -9.700 0.000 87 26.000 -10.700 0.000 88 26.000 -10.250 0.000 89 31.000 -4.000 0.000 90 59.000 -4.000 0.000 91 150.000 -5.700 0.000 92 150.000 -6.450 0.000 93 150.000 -9.700 0.000 94 150.000 -10.250 0.000 95 150.000 -10.700 0.000 96 -47.930 -20.000 0.000 97 150.000 -20.000 0.000 98 -47.930 3.200 0.000 99 -7.574 3.200 0.000 100 -6.039 2.700 0.000 101 3.553 2.700 0.000 102 6.000 1.000 0.000 103 12.000 0.500 0.000 104 16.000 -0.800 0.000 105 27.000 -1.150 0.000 106 28.333 -2.100 0.000 107 59.485 -2.100 0.000 108 60.266 -2.500 0.000 109 150.000 -2.500 0.000 110 -12.930 2.510 0.000 111 60.335 -0.390 0.000 112 150.000 -0.390 0.000 113 -47.930 -0.200 0.000 114 150.000 -0.200 0.000 115 -47.930 3.700 0.000 116 -6.581 3.700 0.000 117 -4.081 2.700 0.000 118 -12.930 2.950 0.000 119 -47.930 2.200 0.000 120 -9.543 2.200 0.000 121 -7.043 2.700 0.000 122 -12.930 1.630 0.000 123 -47.930 2.280 0.000 124 150.000 2.280 0.000 [END OF POINTS] [CURVES] 148 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 30 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 18 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 31 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 25 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 39 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 34 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 42 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 39 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 45 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 42 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 45 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 47 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 52 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 55 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 41 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 57 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 55 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 58 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 57 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 60 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 58 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 62 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 60 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 63 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 62 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 64 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 63 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 66 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 64 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 67 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 35 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 69 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 67 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 72 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 69 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 73 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 72 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 74 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 73 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 77 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 74 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 79 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 36 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 80 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 79 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 81 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 80 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 82 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 81 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 83 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 82 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 84 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 83 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 86 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 84 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 87 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 86 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 89 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 28 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 91 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 92 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 93 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 94 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 95 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 110 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 101 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 118 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 111 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 101 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 122 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 111 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 [END OF CURVES] [BOUNDARIES] 38 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 122 1 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 121 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 112 120 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 112 113 119 4 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 112 113 110 107 118 5 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 112 113 110 107 108 105 117 6 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 112 113 110 107 108 105 103 101 99 97 36 114 115 116 27 7 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 111 112 113 110 107 108 105 103 101 99 97 36 37 38 24 25 26 27 8 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 109 110 107 108 105 103 101 99 97 36 37 38 24 25 26 27 9 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 106 107 108 105 103 101 99 97 36 37 38 24 25 26 27 10 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 91 104 105 103 101 99 97 36 37 38 24 25 26 27 11 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 91 92 88 102 103 101 99 97 36 37 38 24 25 26 27 12 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 91 92 88 86 82 100 101 99 97 36 37 38 24 25 26 27 13 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 91 92 88 86 82 83 98 99 97 36 37 38 24 25 26 27 14 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 91 92 88 86 82 83 84 79 96 97 36 37 38 24 25 26 27 15 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 76 93 94 95 90 91 92 88 86 82 83 84 79 80 35 36 37 38 24 25 26 27 16 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 76 77 74 89 90 91 92 88 86 82 83 84 79 80 35 36 37 38 24 25 26 27 17 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 76 77 74 75 72 70 67 87 88 86 82 83 84 79 80 35 36 37 38 24 25 26 27 18 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 76 77 74 75 72 70 67 68 85 86 82 83 84 79 80 35 36 37 38 24 25 26 27 19 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 76 77 74 75 72 70 67 68 64 81 82 83 84 79 80 35 36 37 38 24 25 26 27 20 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 76 77 74 75 72 70 67 68 64 65 62 59 78 79 80 35 36 37 38 24 25 26 27 21 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 76 77 74 75 72 70 67 68 64 65 62 59 60 42 34 35 36 37 38 24 25 26 27 22 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 57 73 74 75 72 70 67 68 64 65 62 59 60 42 34 35 36 37 38 24 25 26 27 23 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 71 72 70 67 68 64 65 62 59 60 42 34 35 36 37 38 24 25 26 27 24 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 51 69 70 67 68 64 65 62 59 60 42 34 35 36 37 38 24 25 26 27 25 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 51 52 66 67 68 64 65 62 59 60 42 34 35 36 37 38 24 25 26 27 26 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 51 52 53 63 64 65 62 59 60 42 34 35 36 37 38 24 25 26 27 27 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 51 52 53 48 44 61 62 59 60 42 34 35 36 37 38 24 25 26 27 28 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 51 52 53 48 44 45 58 59 60 42 34 35 36 37 38 24 25 26 27 29 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 56 57 55 50 51 52 53 48 44 45 46 40 41 42 34 35 36 37 38 24 25 26 27 30 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 54 55 50 51 52 53 48 44 45 46 40 41 42 34 35 36 37 38 24 25 26 27 31 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 49 50 51 52 53 48 44 45 46 40 41 42 34 35 36 37 38 24 25 26 27 32 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 1 47 48 44 45 46 40 41 42 34 35 36 37 38 24 25 26 27 33 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 1 2 43 44 45 46 40 41 42 34 35 36 37 38 24 25 26 27 34 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 39 40 41 42 34 35 36 37 38 24 25 26 27 35 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 30 31 32 33 34 35 36 37 38 24 25 26 27 36 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 28 29 17 18 19 20 21 22 23 24 25 26 27 37 - Boundary number 27 - 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 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 38 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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] 38 - 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 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] 38 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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] 8 - Number of piezometric level lines - 1 - PlLine number 11 - number of curves on PlLine, next line(s) are curvenumbers 123 124 125 126 127 128 129 130 131 132 133 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 134 135 136 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 137 4 - PlLine number 11 - number of curves on PlLine, next line(s) are curvenumbers 138 139 140 126 127 128 129 130 131 132 133 5 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 141 142 136 6 - PlLine number 11 - number of curves on PlLine, next line(s) are curvenumbers 143 144 145 126 127 128 129 130 131 132 133 7 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 146 147 136 8 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 148 [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] 37 - Number of layers - 1 - Layer number, next line is material of layer WL_ALG Zand (0-30) (3) 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 N-Basisveen (2) 99 - Piezometric level line at top of layer 99 - 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 N-Gorkum 1 (3) 99 - 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 N-Gorkum 1 (4) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer N-Hol. Veen (5) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer N-Hol. Veen (5) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer ALG Zand (0-30) (4) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer N-Gorkum 1 (8) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 8 - Boundarynumber at top of layer 7 - Boundarynumber at bottom of layer 9 - Layer number, next line is material of layer N-Gorkum 1 (9) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer N-Hol. Veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer N-Gorkum 1 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer N-Gorkum 1 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 N-Hol. Veen 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 N-Gorkum 1 99 - 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 N-Hol. Veen 99 - Piezometric level line at top of layer 99 - 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 N-Gorkum 2 99 - Piezometric level line at top of layer 99 - 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 N-Hol. Veen (18/17) 99 - Piezometric level line at top of layer 99 - 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 N-Gorkum 1 (19) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 18 - Boundarynumber at top of layer 17 - Boundarynumber at bottom of layer 19 - Layer number, next line is material of layer N-Gorkum 1 (19) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 19 - Boundarynumber at top of layer 18 - Boundarynumber at bottom of layer 20 - Layer number, next line is material of layer N-Hol. Veen (20) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 20 - Boundarynumber at top of layer 19 - Boundarynumber at bottom of layer 21 - Layer number, next line is material of layer N-Tiel (21) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 21 - Boundarynumber at top of layer 20 - Boundarynumber at bottom of layer 22 - Layer number, next line is material of layer O-Gorkum 2 (1) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 22 - Boundarynumber at top of layer 21 - Boundarynumber at bottom of layer 23 - Layer number, next line is material of layer O-Hol. Veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 23 - Boundarynumber at top of layer 22 - Boundarynumber at bottom of layer 24 - Layer number, next line is material of layer O-Gorkum 1 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 24 - Boundarynumber at top of layer 23 - Boundarynumber at bottom of layer 25 - Layer number, next line is material of layer O-Hol. Veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 25 - Boundarynumber at top of layer 24 - Boundarynumber at bottom of layer 26 - Layer number, next line is material of layer O-Gorkum 1 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 26 - Boundarynumber at top of layer 25 - Boundarynumber at bottom of layer 27 - Layer number, next line is material of layer O-Gorkum 1 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 27 - Boundarynumber at top of layer 26 - Boundarynumber at bottom of layer 28 - Layer number, next line is material of layer O-Hol. Veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 28 - Boundarynumber at top of layer 27 - Boundarynumber at bottom of layer 29 - Layer number, next line is material of layer O-Tiel (29) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 29 - Boundarynumber at top of layer 28 - Boundarynumber at bottom of layer 30 - Layer number, next line is material of layer N-Basisveen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 30 - Boundarynumber at top of layer 29 - Boundarynumber at bottom of layer 31 - Layer number, next line is material of layer N-Gorkum 1 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 31 - Boundarynumber at top of layer 30 - Boundarynumber at bottom of layer 32 - Layer number, next line is material of layer N-Hol. Veen 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 32 - Boundarynumber at top of layer 31 - Boundarynumber at bottom of layer 33 - Layer number, next line is material of layer N-Hol. Veen 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 33 - Boundarynumber at top of layer 32 - Boundarynumber at bottom of layer 34 - Layer number, next line is material of layer N-Tiel (2) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 34 - Boundarynumber at top of layer 33 - Boundarynumber at bottom of layer 35 - Layer number, next line is material of layer Dijksmat (35) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 35 - Boundarynumber at top of layer 34 - Boundarynumber at bottom of layer 36 - Layer number, next line is material of layer Nieuw Dijksmat (36) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 36 - Boundarynumber at top of layer 35 - Boundarynumber at bottom of layer 37 - Layer number, next line is material of layer Verkeersbelasting (11) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 37 - Boundarynumber at top of layer 36 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] VNK02 DR16 Dijkvak: 16.AW176.180 obv AW169+000m [MODEL] 4 : Uplift Van 1 : C phi 1 : Probabilistic on 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [FORBIDDEN LINES] 2 - Forbidden lines 1 5.50 6.00 - X1 Y1 7.78 5.96 - X2 Y2 2 7.78 5.96 - X1 Y1 8.00 5.94 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 37 Number of layers 37 100 36 100 100 35 0 100 100 34 0 100 100 100 33 0 100 100 100 100 32 0 100 100 100 100 100 31 0 100 100 100 100 100 100 30 0 100 100 100 100 100 100 100 29 0 100 100 100 100 100 100 100 100 28 0 100 100 100 100 100 100 100 100 100 27 0 100 100 100 100 100 100 100 100 100 100 26 0 100 100 100 100 100 100 100 100 100 100 100 25 0 100 100 100 100 100 100 100 100 100 100 100 100 24 0 100 100 100 100 100 100 100 100 100 100 100 100 100 23 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 22 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 21 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 20 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 19 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 18 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 17 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 16 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 15 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 14 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 13 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 12 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 11 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 10 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 9 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 8 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 6 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 5 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 4 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 23.605 51.919 10 X-direction 31.297 54.837 10 Y-direction -3.393 -10.893 15 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] 20 = number of items [STRESS CURVE] 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=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Dijksmateriaal nieu 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.50 SoilStressTableTauCharacteristic=2.50 SoilStressTableTauMean=2.50 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.50 SoilStressTableTauCharacteristic=91.50 SoilStressTableTauMean=91.50 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Mijnsteen (0-35) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=140.05 SoilStressTableTauCharacteristic=140.05 SoilStressTableTauMean=140.05 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Ophoogzand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=129.88 SoilStressTableTauCharacteristic=129.88 SoilStressTableTauMean=129.88 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Zand (0-30) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - BASISVEEN NAAST 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.66 SoilStressTableTauCharacteristic=2.08 SoilStressTableTauMean=4.43 [END OF POINT] [POINT] SoilStressTableSigma=15.04 SoilStressTableTau=9.16 SoilStressTableTauCharacteristic=10.70 SoilStressTableTauMean=12.41 [END OF POINT] [POINT] SoilStressTableSigma=24.07 SoilStressTableTau=13.02 SoilStressTableTauCharacteristic=15.14 SoilStressTableTauMean=17.09 [END OF POINT] [POINT] SoilStressTableSigma=33.09 SoilStressTableTau=17.10 SoilStressTableTauCharacteristic=19.84 SoilStressTableTauMean=20.99 [END OF POINT] [POINT] SoilStressTableSigma=42.11 SoilStressTableTau=20.59 SoilStressTableTauCharacteristic=23.85 SoilStressTableTauMean=25.39 [END OF POINT] [POINT] SoilStressTableSigma=48.13 SoilStressTableTau=22.03 SoilStressTableTauCharacteristic=25.51 SoilStressTableTauMean=28.63 [END OF POINT] [POINT] SoilStressTableSigma=51.14 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.28 [END OF POINT] [POINT] SoilStressTableSigma=54.15 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.55 [END OF POINT] [POINT] SoilStressTableSigma=60.16 SoilStressTableTau=22.79 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=32.32 [END OF POINT] SoilStressTableNumberOfTests=6 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - BASISVEEN ONDER 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.78 [END OF POINT] [POINT] SoilStressTableSigma=5.39 SoilStressTableTau=6.97 SoilStressTableTauCharacteristic=7.55 SoilStressTableTauMean=9.43 [END OF POINT] [POINT] SoilStressTableSigma=21.55 SoilStressTableTau=20.02 SoilStressTableTauCharacteristic=22.54 SoilStressTableTauMean=29.34 [END OF POINT] [POINT] SoilStressTableSigma=43.09 SoilStressTableTau=31.42 SoilStressTableTauCharacteristic=35.66 SoilStressTableTauMean=44.14 [END OF POINT] [POINT] SoilStressTableSigma=86.18 SoilStressTableTau=43.45 SoilStressTableTauCharacteristic=49.50 SoilStressTableTauMean=65.20 [END OF POINT] [POINT] SoilStressTableSigma=91.57 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=65.20 [END OF POINT] [POINT] SoilStressTableSigma=102.34 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=67.33 [END OF POINT] [POINT] SoilStressTableSigma=107.72 SoilStressTableTau=44.76 SoilStressTableTauCharacteristic=51.00 SoilStressTableTauMean=87.48 [END OF POINT] SoilStressTableNumberOfTests=11 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - DIJKSMATERIAAL 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.19 SoilStressTableTauCharacteristic=2.74 SoilStressTableTauMean=5.62 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=10.09 SoilStressTableTauCharacteristic=11.42 SoilStressTableTauMean=13.81 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=19.92 SoilStressTableTauCharacteristic=22.24 SoilStressTableTauMean=25.20 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=34.13 SoilStressTableTauCharacteristic=37.87 SoilStressTableTauMean=41.61 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=40.98 SoilStressTableTauCharacteristic=45.40 SoilStressTableTauMean=50.48 [END OF POINT] [POINT] SoilStressTableSigma=112.00 SoilStressTableTau=42.10 SoilStressTableTauCharacteristic=46.64 SoilStressTableTauMean=51.36 [END OF POINT] [POINT] SoilStressTableSigma=128.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=58.56 [END OF POINT] [POINT] SoilStressTableSigma=136.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=58.88 [END OF POINT] [POINT] SoilStressTableSigma=160.00 SoilStressTableTau=46.55 SoilStressTableTauCharacteristic=51.53 SoilStressTableTauMean=67.31 [END OF POINT] SoilStressTableNumberOfTests=57 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM GEUL 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.82 [END OF POINT] [POINT] SoilStressTableSigma=10.71 SoilStressTableTau=4.85 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=8.75 [END OF POINT] [POINT] SoilStressTableSigma=32.13 SoilStressTableTau=12.19 SoilStressTableTauCharacteristic=13.38 SoilStressTableTauMean=19.92 [END OF POINT] [POINT] SoilStressTableSigma=58.90 SoilStressTableTau=19.97 SoilStressTableTauCharacteristic=21.93 SoilStressTableTauMean=31.98 [END OF POINT] [POINT] SoilStressTableSigma=74.97 SoilStressTableTau=29.37 SoilStressTableTauCharacteristic=32.28 SoilStressTableTauMean=42.20 [END OF POINT] [POINT] SoilStressTableSigma=85.68 SoilStressTableTau=32.09 SoilStressTableTauCharacteristic=35.27 SoilStressTableTauMean=46.63 [END OF POINT] [POINT] SoilStressTableSigma=96.39 SoilStressTableTau=35.13 SoilStressTableTauCharacteristic=38.61 SoilStressTableTauMean=53.34 [END OF POINT] [POINT] SoilStressTableSigma=107.10 SoilStressTableTau=35.13 SoilStressTableTauCharacteristic=38.61 SoilStressTableTauMean=60.94 [END OF POINT] SoilStressTableNumberOfTests=7 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 1 NAAST 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.38 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.71 [END OF POINT] [POINT] SoilStressTableSigma=18.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=10.76 SoilStressTableTauMean=12.75 [END OF POINT] [POINT] SoilStressTableSigma=42.00 SoilStressTableTau=17.55 SoilStressTableTauCharacteristic=19.51 SoilStressTableTauMean=22.08 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=24.85 SoilStressTableTauCharacteristic=27.55 SoilStressTableTauMean=31.36 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=25.07 SoilStressTableTauCharacteristic=27.78 SoilStressTableTauMean=33.77 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=28.19 SoilStressTableTauCharacteristic=31.22 SoilStressTableTauMean=37.50 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=40.57 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=41.32 [END OF POINT] [POINT] SoilStressTableSigma=108.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=44.82 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=31.52 SoilStressTableTauCharacteristic=34.88 SoilStressTableTauMean=46.76 [END OF POINT] SoilStressTableNumberOfTests=42 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 1 ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.97 SoilStressTableTauCharacteristic=2.46 SoilStressTableTauMean=5.00 [END OF POINT] [POINT] SoilStressTableSigma=7.00 SoilStressTableTau=8.57 SoilStressTableTauCharacteristic=9.72 SoilStressTableTauMean=12.25 [END OF POINT] [POINT] SoilStressTableSigma=14.00 SoilStressTableTau=13.21 SoilStressTableTauCharacteristic=14.83 SoilStressTableTauMean=18.77 [END OF POINT] [POINT] SoilStressTableSigma=35.00 SoilStressTableTau=23.15 SoilStressTableTauCharacteristic=25.76 SoilStressTableTauMean=30.89 [END OF POINT] [POINT] SoilStressTableSigma=56.00 SoilStressTableTau=30.61 SoilStressTableTauCharacteristic=33.97 SoilStressTableTauMean=39.33 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=38.05 SoilStressTableTauCharacteristic=42.15 SoilStressTableTauMean=49.24 [END OF POINT] [POINT] SoilStressTableSigma=98.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=49.24 [END OF POINT] [POINT] SoilStressTableSigma=119.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=52.71 [END OF POINT] [POINT] SoilStressTableSigma=140.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=44.90 SoilStressTableTauMean=55.13 [END OF POINT] SoilStressTableNumberOfTests=28 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 2 NAAST 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.38 SoilStressTableTauCharacteristic=1.72 SoilStressTableTauMean=3.11 [END OF POINT] [POINT] SoilStressTableSigma=16.00 SoilStressTableTau=7.81 SoilStressTableTauCharacteristic=8.79 SoilStressTableTauMean=10.31 [END OF POINT] [POINT] SoilStressTableSigma=32.00 SoilStressTableTau=13.89 SoilStressTableTauCharacteristic=15.49 SoilStressTableTauMean=17.30 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=27.60 SoilStressTableTauCharacteristic=30.57 SoilStressTableTauMean=32.77 [END OF POINT] [POINT] SoilStressTableSigma=88.00 SoilStressTableTau=33.43 SoilStressTableTauCharacteristic=36.98 SoilStressTableTauMean=40.92 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=55.65 [END OF POINT] [POINT] SoilStressTableSigma=128.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=56.06 [END OF POINT] [POINT] SoilStressTableSigma=160.00 SoilStressTableTau=43.34 SoilStressTableTauCharacteristic=47.88 SoilStressTableTauMean=67.31 [END OF POINT] SoilStressTableNumberOfTests=60 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - GORKUM 2 ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.73 SoilStressTableTauCharacteristic=3.41 SoilStressTableTauMean=5.60 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=10.96 SoilStressTableTauMean=13.36 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=15.40 SoilStressTableTauCharacteristic=17.35 SoilStressTableTauMean=20.57 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=20.33 SoilStressTableTauCharacteristic=22.77 SoilStressTableTauMean=26.45 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=24.73 SoilStressTableTauCharacteristic=27.61 SoilStressTableTauMean=31.60 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=30.87 SoilStressTableTauCharacteristic=34.37 SoilStressTableTauMean=38.13 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=38.69 SoilStressTableTauCharacteristic=42.97 SoilStressTableTauMean=46.79 [END OF POINT] [POINT] SoilStressTableSigma=102.00 SoilStressTableTau=39.11 SoilStressTableTauCharacteristic=43.44 SoilStressTableTauMean=48.00 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=44.31 SoilStressTableTauCharacteristic=49.16 SoilStressTableTauMean=54.39 [END OF POINT] SoilStressTableNumberOfTests=35 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - HOLLANDVEEN NAAST 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.75 [END OF POINT] [POINT] SoilStressTableSigma=4.00 SoilStressTableTau=2.66 SoilStressTableTauCharacteristic=2.97 SoilStressTableTauMean=4.50 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=7.30 SoilStressTableTauCharacteristic=8.31 SoilStressTableTauMean=10.10 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=10.99 SoilStressTableTauCharacteristic=12.56 SoilStressTableTauMean=14.70 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=17.16 SoilStressTableTauCharacteristic=19.65 SoilStressTableTauMean=23.08 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=22.04 SoilStressTableTauCharacteristic=25.26 SoilStressTableTauMean=29.00 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=22.50 SoilStressTableTauCharacteristic=25.78 SoilStressTableTauMean=29.79 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=25.69 SoilStressTableTauCharacteristic=29.46 SoilStressTableTauMean=35.14 [END OF POINT] [POINT] SoilStressTableSigma=64.00 SoilStressTableTau=31.90 SoilStressTableTauCharacteristic=36.59 SoilStressTableTauMean=40.41 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=31.90 SoilStressTableTauCharacteristic=36.59 SoilStressTableTauMean=53.75 [END OF POINT] SoilStressTableNumberOfTests=19 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - HOLLANDVEEN ONDER 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=6.00 SoilStressTableTau=9.00 SoilStressTableTauCharacteristic=9.95 SoilStressTableTauMean=13.53 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=15.45 SoilStressTableTauCharacteristic=17.36 SoilStressTableTauMean=23.03 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=23.97 SoilStressTableTauCharacteristic=27.17 SoilStressTableTauMean=34.97 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=29.63 SoilStressTableTauCharacteristic=33.67 SoilStressTableTauMean=42.40 [END OF POINT] [POINT] SoilStressTableSigma=54.00 SoilStressTableTau=35.36 SoilStressTableTauCharacteristic=40.26 SoilStressTableTauMean=50.42 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=41.85 SoilStressTableTauCharacteristic=47.73 SoilStressTableTauMean=57.16 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=42.30 SoilStressTableTauCharacteristic=48.25 SoilStressTableTauMean=58.87 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=51.07 SoilStressTableTauCharacteristic=58.32 SoilStressTableTauMean=67.61 [END OF POINT] SoilStressTableNumberOfTests=26 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - KREFTENHEYE NAAST 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.41 SoilStressTableTauCharacteristic=0.51 SoilStressTableTauMean=2.83 [END OF POINT] [POINT] SoilStressTableSigma=16.84 SoilStressTableTau=7.70 SoilStressTableTauCharacteristic=8.53 SoilStressTableTauMean=9.97 [END OF POINT] [POINT] SoilStressTableSigma=39.29 SoilStressTableTau=15.70 SoilStressTableTauCharacteristic=17.34 SoilStressTableTauMean=19.52 [END OF POINT] [POINT] SoilStressTableSigma=67.35 SoilStressTableTau=24.41 SoilStressTableTauCharacteristic=26.91 SoilStressTableTauMean=30.26 [END OF POINT] [POINT] SoilStressTableSigma=78.57 SoilStressTableTau=28.28 SoilStressTableTauCharacteristic=31.17 SoilStressTableTauMean=36.19 [END OF POINT] [POINT] SoilStressTableSigma=101.02 SoilStressTableTau=35.37 SoilStressTableTauCharacteristic=38.97 SoilStressTableTauMean=49.29 [END OF POINT] [POINT] SoilStressTableSigma=112.25 SoilStressTableTau=35.37 SoilStressTableTauCharacteristic=38.97 SoilStressTableTauMean=57.68 [END OF POINT] SoilStressTableNumberOfTests=19 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - KREFTENHEYE ONDER 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=3.76 [END OF POINT] [POINT] SoilStressTableSigma=15.19 SoilStressTableTau=8.60 SoilStressTableTauCharacteristic=9.38 SoilStressTableTauMean=12.19 [END OF POINT] [POINT] SoilStressTableSigma=50.63 SoilStressTableTau=24.05 SoilStressTableTauCharacteristic=26.38 SoilStressTableTauMean=29.47 [END OF POINT] [POINT] SoilStressTableSigma=55.69 SoilStressTableTau=25.04 SoilStressTableTauCharacteristic=27.47 SoilStressTableTauMean=31.61 [END OF POINT] [POINT] SoilStressTableSigma=86.07 SoilStressTableTau=36.18 SoilStressTableTauCharacteristic=39.72 SoilStressTableTauMean=44.56 [END OF POINT] [POINT] SoilStressTableSigma=91.13 SoilStressTableTau=36.36 SoilStressTableTauCharacteristic=39.92 SoilStressTableTauMean=45.85 [END OF POINT] [POINT] SoilStressTableSigma=101.26 SoilStressTableTau=36.36 SoilStressTableTauCharacteristic=39.92 SoilStressTableTauMean=50.43 [END OF POINT] SoilStressTableNumberOfTests=15 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL GEUL 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.35 SoilStressTableTauCharacteristic=1.69 SoilStressTableTauMean=3.71 [END OF POINT] [POINT] SoilStressTableSigma=10.95 SoilStressTableTau=6.98 SoilStressTableTauCharacteristic=7.88 SoilStressTableTauMean=9.36 [END OF POINT] [POINT] SoilStressTableSigma=32.86 SoilStressTableTau=16.51 SoilStressTableTauCharacteristic=18.37 SoilStressTableTauMean=20.74 [END OF POINT] [POINT] SoilStressTableSigma=49.29 SoilStressTableTau=23.32 SoilStressTableTauCharacteristic=25.86 SoilStressTableTauMean=28.13 [END OF POINT] [POINT] SoilStressTableSigma=60.24 SoilStressTableTau=26.99 SoilStressTableTauCharacteristic=29.89 SoilStressTableTauMean=32.42 [END OF POINT] [POINT] SoilStressTableSigma=65.71 SoilStressTableTau=28.36 SoilStressTableTauCharacteristic=31.39 SoilStressTableTauMean=33.19 [END OF POINT] [POINT] SoilStressTableSigma=93.10 SoilStressTableTau=36.24 SoilStressTableTauCharacteristic=40.07 SoilStressTableTauMean=42.68 [END OF POINT] [POINT] SoilStressTableSigma=104.05 SoilStressTableTau=37.71 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=46.02 [END OF POINT] [POINT] SoilStressTableSigma=109.52 SoilStressTableTau=37.71 SoilStressTableTauCharacteristic=41.68 SoilStressTableTauMean=50.86 [END OF POINT] SoilStressTableNumberOfTests=15 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL NAAST 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.87 SoilStressTableTauCharacteristic=1.09 SoilStressTableTauMean=2.96 [END OF POINT] [POINT] SoilStressTableSigma=10.95 SoilStressTableTau=6.00 SoilStressTableTauCharacteristic=6.73 SoilStressTableTauMean=7.84 [END OF POINT] [POINT] SoilStressTableSigma=27.38 SoilStressTableTau=11.94 SoilStressTableTauCharacteristic=13.27 SoilStressTableTauMean=14.84 [END OF POINT] [POINT] SoilStressTableSigma=43.81 SoilStressTableTau=17.63 SoilStressTableTauCharacteristic=19.52 SoilStressTableTauMean=21.58 [END OF POINT] [POINT] SoilStressTableSigma=65.71 SoilStressTableTau=24.45 SoilStressTableTauCharacteristic=27.03 SoilStressTableTauMean=29.99 [END OF POINT] [POINT] SoilStressTableSigma=71.19 SoilStressTableTau=27.67 SoilStressTableTauCharacteristic=30.57 SoilStressTableTauMean=32.58 [END OF POINT] [POINT] SoilStressTableSigma=98.57 SoilStressTableTau=38.22 SoilStressTableTauCharacteristic=42.17 SoilStressTableTauMean=45.23 [END OF POINT] [POINT] SoilStressTableSigma=109.52 SoilStressTableTau=38.88 SoilStressTableTauCharacteristic=42.89 SoilStressTableTauMean=53.00 [END OF POINT] SoilStressTableNumberOfTests=20 [END OF STRESS CURVE] [STRESS CURVE] Kr+Al - TIEL ONDER 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.80 SoilStressTableTauCharacteristic=1.00 SoilStressTableTauMean=3.44 [END OF POINT] [POINT] SoilStressTableSigma=11.91 SoilStressTableTau=6.74 SoilStressTableTauCharacteristic=7.54 SoilStressTableTauMean=10.42 [END OF POINT] [POINT] SoilStressTableSigma=23.81 SoilStressTableTau=11.85 SoilStressTableTauCharacteristic=13.15 SoilStressTableTauMean=16.57 [END OF POINT] [POINT] SoilStressTableSigma=35.71 SoilStressTableTau=16.18 SoilStressTableTauCharacteristic=17.92 SoilStressTableTauMean=22.04 [END OF POINT] [POINT] SoilStressTableSigma=47.62 SoilStressTableTau=19.83 SoilStressTableTauCharacteristic=21.94 SoilStressTableTauMean=26.51 [END OF POINT] [POINT] SoilStressTableSigma=59.52 SoilStressTableTau=23.28 SoilStressTableTauCharacteristic=25.72 SoilStressTableTauMean=30.64 [END OF POINT] [POINT] SoilStressTableSigma=83.33 SoilStressTableTau=33.90 SoilStressTableTauCharacteristic=37.41 SoilStressTableTauMean=40.51 [END OF POINT] [POINT] SoilStressTableSigma=95.24 SoilStressTableTau=37.30 SoilStressTableTauCharacteristic=41.15 SoilStressTableTauMean=44.94 [END OF POINT] [POINT] SoilStressTableSigma=107.14 SoilStressTableTau=42.46 SoilStressTableTauCharacteristic=46.83 SoilStressTableTauMean=49.32 [END OF POINT] [POINT] SoilStressTableSigma=119.05 SoilStressTableTau=42.46 SoilStressTableTauCharacteristic=46.83 SoilStressTableTauMean=55.56 [END OF POINT] SoilStressTableNumberOfTests=30 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 1.50 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 7 [LIFT SLIP DATA] 20.210 42.878 11 X-direction Left 17.320 36.072 11 Y-direction Left 53.528 62.769 6 X-direction Right 2.257 9.454 5 Y-direction Right -10.700 -5.700 10 Y-direction tangent lines 1 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 6 Number of tangentlines -10.700 -10.250 -9.700 -6.450 -5.700 -4.000 [EXTERNAL WATER LEVELS] 1 = Water data used 3.20 = Design level 0.30 = Decimate height 3 norm = 1/2000 2 = number of items Water data +0.5 4 = Phreatic line 3.70 = Level Piezo lines 37 - Number of layers 5 5 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = 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 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = 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 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom Water data -1.0 6 = Phreatic line 2.20 = Level Piezo lines 37 - Number of layers 7 7 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 6 99 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom [MODEL FACTOR] 1.02 = Limit value stability factor 0.04 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 800.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=2 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=2 LimitValueBishopMean=0.93 LimitValueBishopStdDev=0.07 LimitValueBishopDistribution=2 LimitValueVanMean=0.88 LimitValueVanStdDev=0.07 LimitValueVanDistribution=2 [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]