Input file for MStabDamUtil : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 08-Apr-14 TIME : 15:55:43 FILENAME : D:\DAM Projecten\WTI\Data 2014\Invoerbestanden DAM 2014\Geometries\DV65_57.2_58.1_STBI-UpliftVan RA_130813 - aanpassing freatische lijn.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] 8 = number of items [SOIL] 8A (zand kleilaagjes) (1) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.07 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.99 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] 6n (klei siltig hum) (2) SoilColor=14928127 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.70 SoilGamOvenDry=0.01 SoilGamWet=15.70 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=6.63 SoilPhi=19.74 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAN SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=2.32 SoilStdPhi=3.19 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=11 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=11 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] 4n (veen) (2) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.40 SoilGamOvenDry=0.01 SoilGamWet=10.40 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=6.91 SoilPhi=25.79 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW_HVN SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.64 SoilStdPhi=1.56 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] 6 (klei siltig hum) (1) SoilColor=16767669 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.70 SoilGamOvenDry=0.01 SoilGamWet=15.70 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=7.70 SoilPhi=21.68 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.47 SoilStdPhi=2.48 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=18 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=18 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] 4 (veen) (3) SoilColor=10473471 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.40 SoilGamOvenDry=0.01 SoilGamWet=10.40 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=17.79 SoilPhi=27.16 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-HVO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=6.77 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=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=8 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=8 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] OB (klei) (8) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.90 SoilGamOvenDry=0.01 SoilGamWet=17.90 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=3.30 SoilPhi=25.81 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-OBO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=1.01 SoilStdPhi=1.42 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=24 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=24 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] Verkeersbelasting (5) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=66.50 SoilGamOvenDry=0.01 SoilGamWet=66.50 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [SOIL] WL_zand kleilaagjes (1) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamOvenDry=0.01 SoilGamWet=20.00 SoilRestSlope=1 SoilDiameterD70=200.00 SoilCohesion=0.00 SoilPhi=34.07 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=HW-CAO SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilTrafficLoadDegreeOfConsolidation=100.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilPermeabKx=1.00000E-03 SoilIsAquifer=0 SoilBeddingAngle=37.0 SoilWhitesConstant=0.250 SoilUseProbDefaults=0 SoilStdCohesion=0.00 SoilStdPhi=4.99 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=1.00 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=1.25 SoilDesignStdCohesion=-1.65 SoilDesignPartialPhi=1.10 SoilDesignStdPhi=-1.65 SoilDesignPartialStressTable=1.15 SoilDesignStdStressTable=-1.65 SoilDesignPartialRatioCuPc=1.15 SoilDesignStdRatioCuPc=-1.65 SoilDesignPartialCu=1.15 SoilDesignStdCu=-1.65 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=1.00 SoilDistPOP=3 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=10 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=10 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistDiameterD70=3 SoilStdDiameterD70=0.0000 SoilDistPermeabKx=3 SoilStdPermeabKx=0.00000E+00 SoilDistWhitesConstant=3 SoilStdWhitesConstant=0.0000 SoilDistBeddingAngle=3 SoilStdBeddingAngle=0.0000 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 162 - Number of geometry points - 1 40.000 -2.200 0.000 2 -30.000 2.500 0.000 3 -30.000 -9.500 0.000 4 -30.000 -10.100 0.000 5 40.000 -11.800 0.000 6 -30.000 -11.100 0.000 7 40.000 1.470 0.000 8 39.500 -0.340 0.000 9 38.500 -0.360 0.000 10 38.000 -0.380 0.000 11 37.500 -0.390 0.000 12 37.000 -0.390 0.000 13 36.500 -0.420 0.000 14 35.500 -0.450 0.000 15 35.000 -0.490 0.000 16 34.500 -0.510 0.000 17 32.500 -0.480 0.000 18 27.000 -0.500 0.000 19 26.500 -0.540 0.000 20 21.984 -1.380 0.000 21 21.500 -0.930 0.000 22 21.000 -0.760 0.000 23 6.500 3.620 0.000 24 2.000 4.470 0.000 25 1.500 4.460 0.000 26 1.000 4.460 0.000 27 40.000 -0.600 0.000 28 -30.000 0.000 0.000 29 -22.800 -0.200 0.000 30 -22.200 -0.600 0.000 31 -21.400 -1.600 0.000 32 -19.800 -1.750 0.000 33 -18.800 -1.000 0.000 34 -15.600 0.400 0.000 35 -11.000 0.600 0.000 36 -10.300 0.800 0.000 37 0.000 4.400 0.000 38 0.311 4.414 0.000 39 1.900 4.481 0.000 40 2.200 4.500 0.000 41 2.962 4.417 0.000 42 4.000 4.320 0.000 43 4.400 4.312 0.000 44 4.500 4.310 0.000 45 5.000 4.290 0.000 46 5.500 4.180 0.000 47 6.000 3.860 0.000 48 7.000 3.550 0.000 49 7.500 3.280 0.000 50 8.000 3.180 0.000 51 8.500 2.950 0.000 52 9.000 2.800 0.000 53 9.500 2.580 0.000 54 10.000 2.480 0.000 55 10.395 2.211 0.000 56 10.500 2.140 0.000 57 11.000 1.970 0.000 58 11.500 1.720 0.000 59 12.000 1.510 0.000 60 12.500 1.330 0.000 61 13.000 1.120 0.000 62 13.500 0.950 0.000 63 14.000 0.780 0.000 64 14.500 0.620 0.000 65 15.000 0.340 0.000 66 15.500 0.140 0.000 67 16.000 -0.100 0.000 68 16.500 -0.250 0.000 69 17.000 -0.400 0.000 70 17.500 -0.500 0.000 71 17.855 -0.493 0.000 72 18.000 -0.490 0.000 73 18.500 -0.570 0.000 74 19.000 -0.560 0.000 75 19.500 -0.600 0.000 76 20.000 -0.600 0.000 77 21.074 -0.771 0.000 78 21.259 -0.895 0.000 79 21.400 -0.900 0.000 80 23.000 -1.500 0.000 81 23.900 -2.200 0.000 82 24.100 -2.200 0.000 83 24.400 -2.200 0.000 84 24.797 -1.446 0.000 85 25.235 -1.061 0.000 86 25.547 -0.740 0.000 87 26.000 -0.560 0.000 88 26.602 -0.530 0.000 89 27.055 -0.489 0.000 90 27.500 -0.490 0.000 91 28.000 -0.450 0.000 92 28.500 -0.450 0.000 93 29.000 -0.430 0.000 94 29.500 -0.420 0.000 95 30.000 -0.400 0.000 96 30.500 -0.420 0.000 97 31.500 -0.490 0.000 98 32.000 -0.490 0.000 99 32.450 -0.459 0.000 100 33.000 -0.500 0.000 101 33.500 -0.540 0.000 102 34.000 -0.530 0.000 103 36.000 -0.450 0.000 104 39.000 -0.370 0.000 105 40.000 -0.360 0.000 106 -30.000 -2.500 0.000 107 -15.161 -2.500 0.000 108 0.000 -3.600 0.000 109 4.900 -3.600 0.000 110 13.720 -2.220 0.000 111 20.000 -2.200 0.000 112 23.170 -2.200 0.000 113 -30.000 -3.900 0.000 114 0.000 -4.500 0.000 115 4.900 -4.500 0.000 116 12.009 -4.927 0.000 117 13.720 -4.700 0.000 118 -30.000 -4.200 0.000 119 -15.286 -4.200 0.000 120 0.000 -5.800 0.000 121 4.900 -5.800 0.000 122 13.720 -5.000 0.000 123 -30.000 -9.000 0.000 124 0.000 -9.500 0.000 125 4.900 -9.500 0.000 126 13.690 -10.000 0.000 127 13.720 -6.100 0.000 128 25.380 -1.950 0.000 129 40.000 -1.950 0.000 130 20.000 -4.700 0.000 131 40.000 -4.500 0.000 132 40.000 -5.000 0.000 133 40.000 -10.000 0.000 134 -30.000 -15.000 0.000 135 40.000 -15.000 0.000 136 -30.000 2.470 0.000 137 -5.400 2.470 0.000 138 0.133 2.040 0.000 139 4.900 2.040 0.000 140 4.917 2.190 0.000 141 17.250 -0.800 0.000 142 23.700 -2.000 0.000 143 40.000 -2.000 0.000 144 21.921 1.590 0.000 145 40.000 1.590 0.000 146 -30.000 2.970 0.000 147 -4.448 2.970 0.000 148 0.144 2.190 0.000 149 -30.000 1.470 0.000 150 -8.258 1.470 0.000 151 0.105 1.740 0.000 152 4.923 1.740 0.000 153 21.794 1.970 0.000 154 40.000 1.970 0.000 155 21.984 0.830 0.000 156 40.000 0.830 0.000 157 -30.000 0.470 0.000 158 -12.191 0.470 0.000 159 0.123 1.440 0.000 160 4.921 1.440 0.000 161 22.048 0.070 0.000 162 40.000 0.070 0.000 [END OF POINTS] [CURVES] 133 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 81 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 110 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 116 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 122 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 117 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 122 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 128 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 130 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 132 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 133 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 150 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 152 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 141 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 153 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 154 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 155 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 156 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 158 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 160 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 141 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 161 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 138 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 141 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 144 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 148 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 140 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 [END OF CURVES] [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 107 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 96 97 98 106 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 96 97 98 99 100 105 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 96 97 98 99 100 95 103 104 4 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 96 97 98 99 100 95 89 82 83 84 54 55 101 102 5 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 96 97 98 99 100 95 89 82 83 84 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 6 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 90 91 92 93 94 95 89 82 83 84 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 7 - Boundary number 33 - number of curves on boundary, next line(s) are curvenumbers 90 91 92 93 88 89 82 83 84 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 8 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 85 86 87 88 89 82 83 84 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 9 - Boundary number 31 - number of curves on boundary, next line(s) are curvenumbers 78 79 80 81 82 83 84 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 10 - Boundary number 77 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 11 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 11 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 11 - Number of boundaries - 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 6 - number of curves on PlLine, next line(s) are curvenumbers 125 126 108 127 109 110 2 - PlLine number 2 - number of curves on PlLine, next line(s) are curvenumbers 128 129 3 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 130 131 132 133 109 110 4 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 111 112 113 114 109 110 5 - PlLine number 2 - number of curves on PlLine, next line(s) are curvenumbers 115 116 6 - PlLine number 2 - number of curves on PlLine, next line(s) are curvenumbers 117 118 7 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 119 120 121 122 109 110 8 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 119 123 124 [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] 10 - Number of layers - 1 - Layer number, next line is material of layer WL_8A (zand kleilaagjes) 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 WL_8A (zand kleilaagjes) 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 WL_8A (zand kleilaagjes) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer 4n (veen) (2) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer OB (klei) (8) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer OB (klei) (8) 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 OB (klei) (8) 1 - Piezometric level line at top of layer 1 - 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 4 (veen) (3) 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 4 (veen) (3) 1 - Piezometric level line at top of layer 1 - 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 OB (klei) (8) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] CO-369841 Dijkring Hoekse Waard Stabiliteit Binnenwaarts 57.6 [MODEL] 4 : Uplift Van 1 : C phi 1 : Probabilistic on 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 10 Number of layers 10 100 9 100 100 8 100 100 100 7 100 100 0 100 6 100 100 0 100 100 5 100 100 0 100 100 100 4 100 100 0 100 100 100 100 3 100 100 0 100 100 100 100 100 2 100 100 0 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 0 0 0 0 0 0 0 0 0 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 14.000 20.000 12 X-direction 5.000 11.000 12 Y-direction -4.000 -8.000 20 Tangent lines 4.000 4.200 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 ] 1 = number of items Verkeer 13.30 = magnitude 1.90 4.40 = xstart and xend 45.00 = distribution angle 2 = temporary load [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] 7 = number of items [STRESS CURVE] HW-CAO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.06 SoilStressTableTauCharacteristic=4.45 SoilStressTableTauMean=4.45 [END OF POINT] [POINT] SoilStressTableSigma=27.97 SoilStressTableTau=13.79 SoilStressTableTauCharacteristic=15.77 SoilStressTableTauMean=17.97 [END OF POINT] [POINT] SoilStressTableSigma=38.05 SoilStressTableTau=17.29 SoilStressTableTauCharacteristic=19.63 SoilStressTableTauMean=22.84 [END OF POINT] [POINT] SoilStressTableSigma=48.12 SoilStressTableTau=20.31 SoilStressTableTauCharacteristic=22.95 SoilStressTableTauMean=27.21 [END OF POINT] [POINT] SoilStressTableSigma=58.20 SoilStressTableTau=23.06 SoilStressTableTauCharacteristic=25.98 SoilStressTableTauMean=31.12 [END OF POINT] [POINT] SoilStressTableSigma=68.28 SoilStressTableTau=26.28 SoilStressTableTauCharacteristic=29.51 SoilStressTableTauMean=35.41 [END OF POINT] [POINT] SoilStressTableSigma=78.35 SoilStressTableTau=28.65 SoilStressTableTauCharacteristic=32.12 SoilStressTableTauMean=38.82 [END OF POINT] [POINT] SoilStressTableSigma=88.43 SoilStressTableTau=33.81 SoilStressTableTauCharacteristic=37.80 SoilStressTableTauMean=43.08 [END OF POINT] [POINT] SoilStressTableSigma=98.50 SoilStressTableTau=36.74 SoilStressTableTauCharacteristic=41.02 SoilStressTableTauMean=46.60 [END OF POINT] [POINT] SoilStressTableSigma=108.60 SoilStressTableTau=38.42 SoilStressTableTauCharacteristic=42.87 SoilStressTableTauMean=50.30 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-CAN 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=22.24 SoilStressTableTau=8.06 SoilStressTableTauCharacteristic=9.16 SoilStressTableTauMean=12.99 [END OF POINT] [POINT] SoilStressTableSigma=30.48 SoilStressTableTau=11.41 SoilStressTableTauCharacteristic=12.85 SoilStressTableTauMean=18.16 [END OF POINT] [POINT] SoilStressTableSigma=38.73 SoilStressTableTau=14.03 SoilStressTableTauCharacteristic=15.73 SoilStressTableTauMean=20.39 [END OF POINT] [POINT] SoilStressTableSigma=46.98 SoilStressTableTau=15.92 SoilStressTableTauCharacteristic=17.80 SoilStressTableTauMean=23.17 [END OF POINT] [POINT] SoilStressTableSigma=55.22 SoilStressTableTau=17.49 SoilStressTableTauCharacteristic=19.54 SoilStressTableTauMean=25.76 [END OF POINT] [POINT] SoilStressTableSigma=63.47 SoilStressTableTau=20.76 SoilStressTableTauCharacteristic=23.13 SoilStressTableTauMean=29.37 [END OF POINT] [POINT] SoilStressTableSigma=71.72 SoilStressTableTau=24.59 SoilStressTableTauCharacteristic=27.35 SoilStressTableTauMean=32.97 [END OF POINT] [POINT] SoilStressTableSigma=79.96 SoilStressTableTau=29.97 SoilStressTableTauCharacteristic=33.26 SoilStressTableTauMean=37.20 [END OF POINT] [POINT] SoilStressTableSigma=88.21 SoilStressTableTau=30.78 SoilStressTableTauCharacteristic=34.15 SoilStressTableTauMean=40.92 [END OF POINT] [POINT] SoilStressTableSigma=96.45 SoilStressTableTau=31.89 SoilStressTableTauCharacteristic=35.37 SoilStressTableTauMean=44.15 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW_HVN 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=12.44 SoilStressTableTau=3.95 SoilStressTableTauCharacteristic=6.26 SoilStressTableTauMean=8.84 [END OF POINT] [POINT] SoilStressTableSigma=18.98 SoilStressTableTau=8.61 SoilStressTableTauCharacteristic=11.62 SoilStressTableTauMean=16.11 [END OF POINT] [POINT] SoilStressTableSigma=25.52 SoilStressTableTau=12.35 SoilStressTableTauCharacteristic=15.92 SoilStressTableTauMean=21.64 [END OF POINT] [POINT] SoilStressTableSigma=32.06 SoilStressTableTau=16.82 SoilStressTableTauCharacteristic=21.07 SoilStressTableTauMean=25.49 [END OF POINT] [POINT] SoilStressTableSigma=38.61 SoilStressTableTau=19.63 SoilStressTableTauCharacteristic=24.30 SoilStressTableTauMean=26.83 [END OF POINT] [POINT] SoilStressTableSigma=45.15 SoilStressTableTau=21.40 SoilStressTableTauCharacteristic=26.32 SoilStressTableTauMean=29.33 [END OF POINT] [POINT] SoilStressTableSigma=51.69 SoilStressTableTau=22.98 SoilStressTableTauCharacteristic=28.15 SoilStressTableTauMean=30.89 [END OF POINT] [POINT] SoilStressTableSigma=58.23 SoilStressTableTau=24.08 SoilStressTableTauCharacteristic=29.41 SoilStressTableTauMean=32.72 [END OF POINT] [POINT] SoilStressTableSigma=64.77 SoilStressTableTau=24.72 SoilStressTableTauCharacteristic=30.15 SoilStressTableTauMean=34.57 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-OBO 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=2.62 [END OF POINT] [POINT] SoilStressTableSigma=23.70 SoilStressTableTau=11.44 SoilStressTableTauCharacteristic=12.80 SoilStressTableTauMean=14.98 [END OF POINT] [POINT] SoilStressTableSigma=34.38 SoilStressTableTau=16.92 SoilStressTableTauCharacteristic=18.83 SoilStressTableTauMean=20.55 [END OF POINT] [POINT] SoilStressTableSigma=45.05 SoilStressTableTau=20.97 SoilStressTableTauCharacteristic=23.29 SoilStressTableTauMean=25.60 [END OF POINT] [POINT] SoilStressTableSigma=55.72 SoilStressTableTau=24.89 SoilStressTableTauCharacteristic=27.59 SoilStressTableTauMean=30.46 [END OF POINT] [POINT] SoilStressTableSigma=66.40 SoilStressTableTau=29.30 SoilStressTableTauCharacteristic=32.45 SoilStressTableTauMean=35.43 [END OF POINT] [POINT] SoilStressTableSigma=77.07 SoilStressTableTau=33.51 SoilStressTableTauCharacteristic=37.08 SoilStressTableTauMean=40.37 [END OF POINT] [POINT] SoilStressTableSigma=87.75 SoilStressTableTau=37.34 SoilStressTableTauCharacteristic=41.29 SoilStressTableTauMean=45.11 [END OF POINT] [POINT] SoilStressTableSigma=98.42 SoilStressTableTau=40.82 SoilStressTableTauCharacteristic=45.12 SoilStressTableTauMean=49.96 [END OF POINT] [POINT] SoilStressTableSigma=109.09 SoilStressTableTau=45.88 SoilStressTableTauCharacteristic=50.69 SoilStressTableTauMean=57.07 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-HVO 7 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=4.30 SoilStressTableTauCharacteristic=5.30 SoilStressTableTauMean=16.80 [END OF POINT] [POINT] SoilStressTableSigma=26.41 SoilStressTableTau=17.60 SoilStressTableTauCharacteristic=20.67 SoilStressTableTauMean=31.20 [END OF POINT] [POINT] SoilStressTableSigma=36.83 SoilStressTableTau=22.86 SoilStressTableTauCharacteristic=26.72 SoilStressTableTauMean=36.88 [END OF POINT] [POINT] SoilStressTableSigma=47.26 SoilStressTableTau=25.66 SoilStressTableTauCharacteristic=29.94 SoilStressTableTauMean=41.60 [END OF POINT] [POINT] SoilStressTableSigma=57.68 SoilStressTableTau=30.93 SoilStressTableTauCharacteristic=35.99 SoilStressTableTauMean=47.99 [END OF POINT] [POINT] SoilStressTableSigma=68.11 SoilStressTableTau=35.32 SoilStressTableTauCharacteristic=41.04 SoilStressTableTauMean=52.77 [END OF POINT] [POINT] SoilStressTableSigma=78.53 SoilStressTableTau=38.72 SoilStressTableTauCharacteristic=44.95 SoilStressTableTauMean=57.82 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUN 11 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.97 [END OF POINT] [POINT] SoilStressTableSigma=21.30 SoilStressTableTau=8.76 SoilStressTableTauCharacteristic=10.25 SoilStressTableTauMean=12.75 [END OF POINT] [POINT] SoilStressTableSigma=31.37 SoilStressTableTau=13.87 SoilStressTableTauCharacteristic=15.86 SoilStressTableTauMean=18.32 [END OF POINT] [POINT] SoilStressTableSigma=41.43 SoilStressTableTau=17.72 SoilStressTableTauCharacteristic=20.11 SoilStressTableTauMean=22.94 [END OF POINT] [POINT] SoilStressTableSigma=51.50 SoilStressTableTau=21.79 SoilStressTableTauCharacteristic=24.59 SoilStressTableTauMean=27.68 [END OF POINT] [POINT] SoilStressTableSigma=61.56 SoilStressTableTau=25.77 SoilStressTableTauCharacteristic=28.96 SoilStressTableTauMean=32.39 [END OF POINT] [POINT] SoilStressTableSigma=71.63 SoilStressTableTau=29.81 SoilStressTableTauCharacteristic=33.41 SoilStressTableTauMean=37.37 [END OF POINT] [POINT] SoilStressTableSigma=81.69 SoilStressTableTau=33.87 SoilStressTableTauCharacteristic=37.88 SoilStressTableTauMean=41.83 [END OF POINT] [POINT] SoilStressTableSigma=91.76 SoilStressTableTau=37.44 SoilStressTableTauCharacteristic=41.80 SoilStressTableTauMean=46.27 [END OF POINT] [POINT] SoilStressTableSigma=101.82 SoilStressTableTau=43.35 SoilStressTableTauCharacteristic=48.30 SoilStressTableTauMean=52.78 [END OF POINT] [POINT] SoilStressTableSigma=111.89 SoilStressTableTau=45.26 SoilStressTableTauCharacteristic=50.40 SoilStressTableTauMean=53.92 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] HW-DUOklei 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.94 SoilStressTableTauCharacteristic=1.15 SoilStressTableTauMean=3.80 [END OF POINT] [POINT] SoilStressTableSigma=28.13 SoilStressTableTau=11.49 SoilStressTableTauCharacteristic=12.77 SoilStressTableTauMean=17.56 [END OF POINT] [POINT] SoilStressTableSigma=36.86 SoilStressTableTau=14.77 SoilStressTableTauCharacteristic=16.38 SoilStressTableTauMean=21.83 [END OF POINT] [POINT] SoilStressTableSigma=45.60 SoilStressTableTau=17.78 SoilStressTableTauCharacteristic=19.69 SoilStressTableTauMean=25.45 [END OF POINT] [POINT] SoilStressTableSigma=54.33 SoilStressTableTau=20.53 SoilStressTableTauCharacteristic=22.72 SoilStressTableTauMean=28.81 [END OF POINT] [POINT] SoilStressTableSigma=63.07 SoilStressTableTau=23.84 SoilStressTableTauCharacteristic=26.37 SoilStressTableTauMean=32.04 [END OF POINT] [POINT] SoilStressTableSigma=71.80 SoilStressTableTau=26.55 SoilStressTableTauCharacteristic=29.35 SoilStressTableTauMean=35.10 [END OF POINT] [POINT] SoilStressTableSigma=80.54 SoilStressTableTau=29.18 SoilStressTableTauCharacteristic=32.24 SoilStressTableTauMean=38.11 [END OF POINT] [POINT] SoilStressTableSigma=89.27 SoilStressTableTau=31.35 SoilStressTableTauCharacteristic=34.62 SoilStressTableTauMean=41.58 [END OF POINT] [POINT] SoilStressTableSigma=98.01 SoilStressTableTau=32.91 SoilStressTableTauCharacteristic=36.33 SoilStressTableTauMean=44.29 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 21 [LIFT SLIP DATA] 15.000 20.000 5 X-direction Left 7.500 12.500 5 Y-direction Left 12.500 17.500 5 X-direction Right 0.000 5.000 5 Y-direction Right -9.000 -5.000 15 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 15 Number of tangentlines -9.000 -8.714 -8.429 -8.143 -7.857 -7.571 -7.286 -7.000 -6.714 -6.429 -6.143 -5.857 -5.571 -5.286 -5.000 [EXTERNAL WATER LEVELS] 1 = Water data used 2.47 = Design level 0.00 = Decimate height 1 norm = 1/10000 3 = number of items MHW + 0.5 m 3 = Phreatic line 2.97 = Level Piezo lines 10 - Number of layers 5 5 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom 3 3 = Pl-top and pl-bottom MHW - 1.0 m 4 = Phreatic line 1.47 = Level Piezo lines 10 - Number of layers 6 6 = Pl-top and pl-bottom 99 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 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom MHW - 2.0 m 7 = Phreatic line 0.47 = Level Piezo lines 10 - Number of layers 8 8 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom [MODEL FACTOR] 0.93 = Limit value stability factor 0.07 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 897.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=1.00 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=0.83 LimitValueBishopStdDev=0.07 LimitValueBishopDistribution=3 LimitValueVanMean=0.78 LimitValueVanStdDev=0.07 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.50 = 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]