Dump file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 01/09/2014 TIME : 16:52:58 FILENAME : G:\DAM\Run7\invoerbestanden\geometries\TG413_50_STBI_water.std CREATED BY : D-Geo Stability version 10.1.3.900 ========================== BEGINNING OF DATA ========================== [Input Data] [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 19 = number of items [SOIL] 1 (1) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zand SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 2 (2) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Kreftenheye SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 3 (n) (1) SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Hol. Veen SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 3 (o) (1) SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Hol. Veen SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 4 (n) (2) SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.30 SoilGamWet=14.30 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Gorkum L. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 4 (o) (2) SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.30 SoilGamWet=14.30 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Gorkum L. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 5 (n) (2) SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamWet=11.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Hol. Veen SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 5 (o) (2) SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.00 SoilGamWet=11.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Hol. Veen SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 6 (n) (3) SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.40 SoilGamWet=12.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Gorkum L. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 6 (o) (3) SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.40 SoilGamWet=12.40 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Gorkum L. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 7 (8) SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.60 SoilGamWet=16.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Tiel SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 8 (7) SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zand SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 9 (7) SoilColor=9946300 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.20 SoilGamWet=18.20 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 10 (6) SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.20 SoilGamWet=18.20 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 11 (5) SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 12 (3) SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 13 (3) SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamWet=15.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zandaanvul. wiel (0-20) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] 14 (1) SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zand SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] WL_1 (1) SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Zand SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 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=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 68 - Number of geometry points - 1 -30.000 0.500 0.000 2 -3.000 -1.530 0.000 3 2.400 -1.560 0.000 4 53.000 -1.700 0.000 5 53.200 -1.850 0.000 6 55.200 -2.400 0.000 7 59.200 -2.400 0.000 8 62.700 -2.700 0.000 9 65.000 -2.900 0.000 10 66.000 -4.800 0.000 11 66.300 -6.000 0.000 12 66.650 -7.300 0.000 13 66.750 -7.700 0.000 14 66.850 -8.000 0.000 15 67.000 -8.600 0.000 16 69.000 -8.600 0.000 17 74.000 -8.900 0.000 18 78.800 -9.650 0.000 19 100.000 -9.650 0.000 20 -30.000 -2.500 0.000 21 -21.000 -2.500 0.000 22 20.000 -1.830 0.000 23 -30.000 -5.000 0.000 24 2.500 -5.020 0.000 25 20.000 -2.810 0.000 26 -30.000 -6.500 0.000 27 2.500 -6.510 0.000 28 20.000 -6.040 0.000 29 -30.000 -7.300 0.000 30 20.000 -7.310 0.000 31 -30.000 -7.500 0.000 32 2.500 -7.500 0.000 33 20.000 -7.700 0.000 34 -30.000 2.300 0.000 35 -11.000 2.800 0.000 36 -6.500 4.050 0.000 37 -3.000 6.070 0.000 38 -1.600 6.700 0.000 39 4.400 6.700 0.000 40 13.150 3.200 0.000 41 20.650 2.700 0.000 42 31.650 1.750 0.000 43 35.650 1.600 0.000 44 50.800 0.660 0.000 45 59.900 -2.400 0.000 46 63.900 -2.400 0.000 47 76.500 -6.630 0.000 48 100.000 -6.630 0.000 49 2.400 6.010 0.000 50 6.900 3.440 0.000 51 8.300 3.020 0.000 52 17.000 2.020 0.000 53 24.500 1.450 0.000 54 -2.500 5.060 0.000 55 -3.000 2.470 0.000 56 2.400 2.440 0.000 57 50.800 -0.300 0.000 58 24.500 -0.430 0.000 59 -30.000 -8.000 0.000 60 -30.000 -12.000 0.000 61 100.000 -12.000 0.000 62 -30.000 6.310 0.000 63 -2.500 6.310 0.000 64 -1.500 5.300 0.000 65 8.300 2.950 0.000 66 31.650 -1.000 0.000 67 100.000 -1.000 0.000 68 -11.850 4.440 0.000 [END OF POINTS] [CURVES] 75 - 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 4 5 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 2 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 22 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 4 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 8 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 11 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 12 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 13 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 22 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 25 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 28 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 30 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 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 45 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 49 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 42 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 54 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 51 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 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 51 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 2 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 52 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 57 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 4 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 58 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 57 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 14 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 68 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 66 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 [END OF CURVES] [BOUNDARIES] 18 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 75 1 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 67 12 13 14 15 16 2 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 29 30 31 11 12 13 14 15 16 3 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 29 30 35 28 10 11 12 13 14 15 16 4 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 29 30 35 34 26 9 10 11 12 13 14 15 16 5 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 29 30 35 34 33 23 6 7 8 9 10 11 12 13 14 15 16 6 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 29 30 35 34 33 32 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 7 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 27 34 33 32 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 8 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 24 25 33 32 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 21 22 32 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 10 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 17 18 1 19 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 36 61 1 62 65 66 64 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 36 61 1 62 54 55 44 63 64 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 13 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 36 61 1 62 54 55 44 45 46 47 48 49 14 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 36 37 58 59 60 53 54 55 44 45 46 47 48 49 15 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 36 37 38 56 57 53 54 55 44 45 46 47 48 49 16 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 36 37 38 50 51 52 53 54 55 44 45 46 47 48 49 17 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 36 37 38 39 40 41 42 43 44 45 46 47 48 49 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 18 - Number of boundaries - 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] 18 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 18 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 68 69 70 71 72 2 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 73 74 72 [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] 17 - Number of layers - 1 - Layer number, next line is material of layer WL_1 (1) 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer 2 (2) 99 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer 3 (n) (1) 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 4 (n) (2) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer 5 (n) (2) 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer 6 (n) (3) 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 3 (o) (1) 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 4 (o) (2) 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 5 (o) (2) 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 6 (o) (3) 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 7 (8) 99 - 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 8 (7) 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 13 (3) 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 10 (6) 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer 11 (5) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer 16 - Layer number, next line is material of layer 12 (3) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 16 - Boundarynumber at top of layer 15 - Boundarynumber at bottom of layer 17 - Layer number, next line is material of layer 14 (1) 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 17 - Boundarynumber at top of layer 16 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Derde toetsingsronde Dijkring 43 TG413+50 STBI water [MODEL] 1 : Bishop 2 : Stress tables 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 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] 17 Number of layers 17 100 16 100 100 15 100 100 100 14 100 100 100 100 13 100 100 100 100 100 12 100 100 100 100 100 100 11 100 100 100 100 100 100 100 10 100 100 100 100 100 100 100 100 9 100 100 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 10 10 10 10 10 10 100 100 10 10 10 100 100 100 100 100 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 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 15.000 20.000 11 X-direction 14.000 19.000 11 Y-direction 5.000 0.000 6 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 ] 1 = number of items verkeer 15.00 = magnitude 1.50 4.00 = xstart and xend 26.00 = 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] 13 = number of items [STRESS CURVE] Al - P - Dijksmat. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.05 SoilStressTableTauCharacteristic=2.05 SoilStressTableTauMean=2.05 [END OF POINT] [POINT] SoilStressTableSigma=13.00 SoilStressTableTau=8.05 SoilStressTableTauCharacteristic=8.05 SoilStressTableTauMean=8.05 [END OF POINT] [POINT] SoilStressTableSigma=26.00 SoilStressTableTau=13.78 SoilStressTableTauCharacteristic=13.78 SoilStressTableTauMean=13.78 [END OF POINT] [POINT] SoilStressTableSigma=39.00 SoilStressTableTau=18.95 SoilStressTableTauCharacteristic=18.95 SoilStressTableTauMean=18.95 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=23.58 SoilStressTableTauCharacteristic=23.58 SoilStressTableTauMean=23.58 [END OF POINT] [POINT] SoilStressTableSigma=65.00 SoilStressTableTau=28.10 SoilStressTableTauCharacteristic=28.10 SoilStressTableTauMean=28.10 [END OF POINT] [POINT] SoilStressTableSigma=78.00 SoilStressTableTau=33.16 SoilStressTableTauCharacteristic=33.16 SoilStressTableTauMean=33.16 [END OF POINT] [POINT] SoilStressTableSigma=91.00 SoilStressTableTau=37.29 SoilStressTableTauCharacteristic=37.29 SoilStressTableTauMean=37.29 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=41.03 SoilStressTableTauCharacteristic=41.03 SoilStressTableTauMean=41.03 [END OF POINT] [POINT] SoilStressTableSigma=110.50 SoilStressTableTau=44.60 SoilStressTableTauCharacteristic=44.60 SoilStressTableTauMean=44.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Tiel 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.67 SoilStressTableTauCharacteristic=0.67 SoilStressTableTauMean=0.67 [END OF POINT] [POINT] SoilStressTableSigma=11.00 SoilStressTableTau=6.07 SoilStressTableTauCharacteristic=6.07 SoilStressTableTauMean=6.07 [END OF POINT] [POINT] SoilStressTableSigma=22.00 SoilStressTableTau=10.25 SoilStressTableTauCharacteristic=10.25 SoilStressTableTauMean=10.25 [END OF POINT] [POINT] SoilStressTableSigma=33.00 SoilStressTableTau=14.28 SoilStressTableTauCharacteristic=14.28 SoilStressTableTauMean=14.28 [END OF POINT] [POINT] SoilStressTableSigma=44.00 SoilStressTableTau=18.45 SoilStressTableTauCharacteristic=18.45 SoilStressTableTauMean=18.45 [END OF POINT] [POINT] SoilStressTableSigma=55.00 SoilStressTableTau=21.80 SoilStressTableTauCharacteristic=21.80 SoilStressTableTauMean=21.80 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=25.64 SoilStressTableTauCharacteristic=25.64 SoilStressTableTauMean=25.64 [END OF POINT] [POINT] SoilStressTableSigma=77.00 SoilStressTableTau=29.69 SoilStressTableTauCharacteristic=29.69 SoilStressTableTauMean=29.69 [END OF POINT] [POINT] SoilStressTableSigma=88.00 SoilStressTableTau=34.01 SoilStressTableTauCharacteristic=34.01 SoilStressTableTauMean=34.01 [END OF POINT] [POINT] SoilStressTableSigma=99.00 SoilStressTableTau=38.60 SoilStressTableTauCharacteristic=38.60 SoilStressTableTauMean=38.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - O - Tiel 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.65 SoilStressTableTauCharacteristic=0.65 SoilStressTableTauMean=0.65 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=6.50 SoilStressTableTauCharacteristic=6.50 SoilStressTableTauMean=6.50 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=11.45 SoilStressTableTauCharacteristic=11.45 SoilStressTableTauMean=11.45 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=15.74 SoilStressTableTauCharacteristic=15.74 SoilStressTableTauMean=15.74 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=19.29 SoilStressTableTauCharacteristic=19.29 SoilStressTableTauMean=19.29 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=22.87 SoilStressTableTauCharacteristic=22.87 SoilStressTableTauMean=22.87 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=27.24 SoilStressTableTauCharacteristic=27.24 SoilStressTableTauMean=27.24 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=33.63 SoilStressTableTauCharacteristic=33.63 SoilStressTableTauMean=33.63 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=37.09 SoilStressTableTauCharacteristic=37.09 SoilStressTableTauMean=37.09 [END OF POINT] [POINT] SoilStressTableSigma=108.00 SoilStressTableTau=42.07 SoilStressTableTauCharacteristic=42.07 SoilStressTableTauMean=42.07 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Gorkum L. 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.52 SoilStressTableTauCharacteristic=1.52 SoilStressTableTauMean=1.52 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=6.76 SoilStressTableTauCharacteristic=6.76 SoilStressTableTauMean=6.76 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=11.16 SoilStressTableTauCharacteristic=11.16 SoilStressTableTauMean=11.16 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=15.14 SoilStressTableTauCharacteristic=15.14 SoilStressTableTauMean=15.14 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=18.69 SoilStressTableTauCharacteristic=18.69 SoilStressTableTauMean=18.69 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=22.84 SoilStressTableTauCharacteristic=22.84 SoilStressTableTauMean=22.84 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=23.83 SoilStressTableTauCharacteristic=23.83 SoilStressTableTauMean=23.83 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=28.17 SoilStressTableTauCharacteristic=28.17 SoilStressTableTauMean=28.17 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=31.50 SoilStressTableTauCharacteristic=31.50 SoilStressTableTauMean=31.50 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - O - Gorkum L. 8 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.95 SoilStressTableTauCharacteristic=1.95 SoilStressTableTauMean=1.95 [END OF POINT] [POINT] SoilStressTableSigma=14.00 SoilStressTableTau=13.29 SoilStressTableTauCharacteristic=13.29 SoilStressTableTauMean=13.29 [END OF POINT] [POINT] SoilStressTableSigma=28.00 SoilStressTableTau=20.10 SoilStressTableTauCharacteristic=20.10 SoilStressTableTauMean=20.10 [END OF POINT] [POINT] SoilStressTableSigma=42.00 SoilStressTableTau=25.76 SoilStressTableTauCharacteristic=25.76 SoilStressTableTauMean=25.76 [END OF POINT] [POINT] SoilStressTableSigma=56.00 SoilStressTableTau=30.47 SoilStressTableTauCharacteristic=30.47 SoilStressTableTauMean=30.47 [END OF POINT] [POINT] SoilStressTableSigma=70.00 SoilStressTableTau=34.28 SoilStressTableTauCharacteristic=34.28 SoilStressTableTauMean=34.28 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=38.00 SoilStressTableTauCharacteristic=38.00 SoilStressTableTauMean=38.00 [END OF POINT] [POINT] SoilStressTableSigma=98.00 SoilStressTableTau=40.55 SoilStressTableTauCharacteristic=40.55 SoilStressTableTauMean=40.55 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Hol. Veen 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=7.00 SoilStressTableTau=4.44 SoilStressTableTauCharacteristic=4.44 SoilStressTableTauMean=4.44 [END OF POINT] [POINT] SoilStressTableSigma=14.00 SoilStressTableTau=8.15 SoilStressTableTauCharacteristic=8.15 SoilStressTableTauMean=8.15 [END OF POINT] [POINT] SoilStressTableSigma=21.00 SoilStressTableTau=11.25 SoilStressTableTauCharacteristic=11.25 SoilStressTableTauMean=11.25 [END OF POINT] [POINT] SoilStressTableSigma=28.00 SoilStressTableTau=13.99 SoilStressTableTauCharacteristic=13.99 SoilStressTableTauMean=13.99 [END OF POINT] [POINT] SoilStressTableSigma=35.00 SoilStressTableTau=16.44 SoilStressTableTauCharacteristic=16.44 SoilStressTableTauMean=16.44 [END OF POINT] [POINT] SoilStressTableSigma=42.00 SoilStressTableTau=18.46 SoilStressTableTauCharacteristic=18.46 SoilStressTableTauMean=18.46 [END OF POINT] [POINT] SoilStressTableSigma=49.00 SoilStressTableTau=21.48 SoilStressTableTauCharacteristic=21.48 SoilStressTableTauMean=21.48 [END OF POINT] [POINT] SoilStressTableSigma=56.00 SoilStressTableTau=22.96 SoilStressTableTauCharacteristic=22.96 SoilStressTableTauMean=22.96 [END OF POINT] [POINT] SoilStressTableSigma=59.50 SoilStressTableTau=24.59 SoilStressTableTauCharacteristic=24.59 SoilStressTableTauMean=24.59 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - O - Hol. Veen 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=16.22 SoilStressTableTauCharacteristic=16.22 SoilStressTableTauMean=16.22 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=24.96 SoilStressTableTauCharacteristic=24.96 SoilStressTableTauMean=24.96 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=32.12 SoilStressTableTauCharacteristic=32.12 SoilStressTableTauMean=32.12 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=37.20 SoilStressTableTauCharacteristic=37.20 SoilStressTableTauMean=37.20 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=42.17 SoilStressTableTauCharacteristic=42.17 SoilStressTableTauMean=42.17 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=45.14 SoilStressTableTauCharacteristic=45.14 SoilStressTableTauMean=45.14 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=51.32 SoilStressTableTauCharacteristic=51.32 SoilStressTableTauMean=51.32 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=52.78 SoilStressTableTauCharacteristic=52.78 SoilStressTableTauMean=52.78 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Gorkum Z. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=1.14 SoilStressTableTauCharacteristic=1.14 SoilStressTableTauMean=1.14 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=6.09 SoilStressTableTauCharacteristic=6.09 SoilStressTableTauMean=6.09 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=10.84 SoilStressTableTauCharacteristic=10.84 SoilStressTableTauMean=10.84 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=15.06 SoilStressTableTauCharacteristic=15.06 SoilStressTableTauMean=15.06 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=18.92 SoilStressTableTauCharacteristic=18.92 SoilStressTableTauMean=18.92 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=23.02 SoilStressTableTauCharacteristic=23.02 SoilStressTableTauMean=23.02 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=27.17 SoilStressTableTauCharacteristic=27.17 SoilStressTableTauMean=27.17 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=30.79 SoilStressTableTauCharacteristic=30.79 SoilStressTableTauMean=30.79 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=34.30 SoilStressTableTauCharacteristic=34.30 SoilStressTableTauMean=34.30 [END OF POINT] [POINT] SoilStressTableSigma=114.00 SoilStressTableTau=38.84 SoilStressTableTauCharacteristic=38.84 SoilStressTableTauMean=38.84 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - O - Gorkum Z. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.78 SoilStressTableTauCharacteristic=2.78 SoilStressTableTauMean=2.78 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=9.80 SoilStressTableTauCharacteristic=9.80 SoilStressTableTauMean=9.80 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=15.83 SoilStressTableTauCharacteristic=15.83 SoilStressTableTauMean=15.83 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=21.01 SoilStressTableTauCharacteristic=21.01 SoilStressTableTauMean=21.01 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=29.81 SoilStressTableTauCharacteristic=29.81 SoilStressTableTauMean=29.81 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=33.24 SoilStressTableTauCharacteristic=33.24 SoilStressTableTauMean=33.24 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=36.90 SoilStressTableTauCharacteristic=36.90 SoilStressTableTauMean=36.90 [END OF POINT] [POINT] SoilStressTableSigma=96.00 SoilStressTableTau=40.68 SoilStressTableTauCharacteristic=40.68 SoilStressTableTauMean=40.68 [END OF POINT] [POINT] SoilStressTableSigma=108.00 SoilStressTableTau=44.60 SoilStressTableTauCharacteristic=44.60 SoilStressTableTauMean=44.60 [END OF POINT] [POINT] SoilStressTableSigma=120.00 SoilStressTableTau=46.90 SoilStressTableTauCharacteristic=46.90 SoilStressTableTauMean=46.90 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - Kreftenheye 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.96 SoilStressTableTauCharacteristic=0.96 SoilStressTableTauMean=0.96 [END OF POINT] [POINT] SoilStressTableSigma=10.00 SoilStressTableTau=5.15 SoilStressTableTauCharacteristic=5.15 SoilStressTableTauMean=5.15 [END OF POINT] [POINT] SoilStressTableSigma=20.00 SoilStressTableTau=9.60 SoilStressTableTauCharacteristic=9.60 SoilStressTableTauMean=9.60 [END OF POINT] [POINT] SoilStressTableSigma=30.00 SoilStressTableTau=13.74 SoilStressTableTauCharacteristic=13.74 SoilStressTableTauMean=13.74 [END OF POINT] [POINT] SoilStressTableSigma=40.00 SoilStressTableTau=17.68 SoilStressTableTauCharacteristic=17.68 SoilStressTableTauMean=17.68 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=24.82 SoilStressTableTauCharacteristic=24.82 SoilStressTableTauMean=24.82 [END OF POINT] [POINT] SoilStressTableSigma=70.00 SoilStressTableTau=27.90 SoilStressTableTauCharacteristic=27.90 SoilStressTableTauMean=27.90 [END OF POINT] [POINT] SoilStressTableSigma=80.00 SoilStressTableTau=30.90 SoilStressTableTauCharacteristic=30.90 SoilStressTableTauMean=30.90 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=34.51 SoilStressTableTauCharacteristic=34.51 SoilStressTableTauMean=34.51 [END OF POINT] [POINT] SoilStressTableSigma=95.00 SoilStressTableTau=34.67 SoilStressTableTauCharacteristic=34.67 SoilStressTableTauMean=34.67 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Nieuw Dijksmat. 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.00 SoilStressTableTauCharacteristic=2.00 SoilStressTableTauMean=2.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.05 SoilStressTableTauCharacteristic=91.05 SoilStressTableTauMean=91.05 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Zand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Zandaanvul. wiel (0-20) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=72.79 SoilStressTableTauCharacteristic=72.79 SoilStressTableTauMean=72.79 [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] 14 [LIFT SLIP DATA] 0.000 0.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 0.000 0.000 1 X-direction Right 0.000 0.000 1 Y-direction Right 0.000 0.000 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 0.00 = Design level 0.30 = Decimate height 1 norm = 1/10000 1 = number of items Water data (1) 1 = Phreatic line 0.00 = Level Piezo lines 17 - Number of layers 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 2 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 1 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=30 GenerationCount=30 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=40 GenerationCount=40 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [End of Input Data] [ZONE RESULTS] [Column Indication] X-Centrepoint Y-Centrepoint Radius Stability factor [End of Column Indication] [Data] 15.00 14.00 14.00 2.00 15.00 14.00 13.00 2.22 15.00 14.00 12.00 2.51 15.00 14.00 11.00 1.76 15.00 14.50 14.50 1.95 15.00 14.50 13.50 2.18 15.00 14.50 12.50 2.45 15.00 14.50 11.50 1.72 15.00 15.00 15.00 1.92 15.00 15.00 14.00 2.14 15.00 15.00 13.00 2.40 15.00 15.00 12.00 1.69 15.00 15.50 15.50 1.88 15.00 15.50 14.50 2.10 15.00 15.50 13.50 2.35 15.00 15.50 12.50 1.67 15.00 16.00 16.00 1.86 15.00 16.00 15.00 2.06 15.00 16.00 14.00 2.31 15.00 16.00 13.00 1.65 15.00 16.50 16.50 1.84 15.00 16.50 15.50 2.01 15.00 16.50 14.50 2.26 15.00 16.50 13.50 1.63 15.00 17.00 17.00 1.83 15.00 17.00 16.00 1.97 15.00 17.00 15.00 2.23 15.00 17.00 14.00 1.62 15.00 17.50 17.50 1.83 15.00 17.50 16.50 1.95 15.00 17.50 15.50 2.17 15.00 17.50 14.50 1.61 15.00 18.00 18.00 1.82 15.00 18.00 17.00 1.91 15.00 18.00 16.00 2.15 15.00 18.00 15.00 1.60 15.00 18.50 18.50 1.83 15.00 18.50 17.50 1.89 15.00 18.50 16.50 2.14 15.00 18.50 15.50 1.59 15.00 19.00 19.00 1.84 15.00 19.00 18.00 1.87 15.00 19.00 17.00 2.08 15.00 19.00 16.00 1.58 15.50 14.00 14.00 2.15 15.50 14.00 13.00 2.40 15.50 14.00 12.00 2.79 15.50 14.00 11.00 1.46 15.50 14.50 14.50 2.10 15.50 14.50 13.50 2.35 15.50 14.50 12.50 2.71 15.50 14.50 11.50 1.46 15.50 15.00 15.00 2.05 15.50 15.00 14.00 2.31 15.50 15.00 13.00 2.64 15.50 15.00 12.00 1.46 15.50 15.50 15.50 2.01 15.50 15.50 14.50 2.26 15.50 15.50 13.50 2.57 15.50 15.50 12.50 1.47 15.50 16.00 16.00 1.97 15.50 16.00 15.00 2.22 15.50 16.00 14.00 2.51 15.50 16.00 13.00 1.47 15.50 16.50 16.50 1.94 15.50 16.50 15.50 2.18 15.50 16.50 14.50 2.46 15.50 16.50 13.50 1.47 15.50 17.00 17.00 1.91 15.50 17.00 16.00 2.14 15.50 17.00 15.00 2.41 15.50 17.00 14.00 1.64 15.50 17.50 17.50 1.89 15.50 17.50 16.50 2.09 15.50 17.50 15.50 2.36 15.50 17.50 14.50 1.62 15.50 18.00 18.00 1.87 15.50 18.00 17.00 2.05 15.50 18.00 16.00 2.32 15.50 18.00 15.00 1.60 15.50 18.50 18.50 1.88 15.50 18.50 17.50 2.01 15.50 18.50 16.50 2.28 15.50 18.50 15.50 1.59 15.50 19.00 19.00 1.87 15.50 19.00 18.00 1.99 15.50 19.00 17.00 2.25 15.50 19.00 16.00 1.58 16.00 14.00 14.00 2.31 16.00 14.00 13.00 2.63 16.00 14.00 12.00 3.20 16.00 14.00 11.00 8.68 16.00 14.50 14.50 2.27 16.00 14.50 13.50 2.57 16.00 14.50 12.50 3.08 16.00 14.50 11.50 8.68 16.00 15.00 15.00 2.22 16.00 15.00 14.00 2.51 16.00 15.00 13.00 2.97 16.00 15.00 12.00 8.68 16.00 15.50 15.50 2.16 16.00 15.50 14.50 2.45 16.00 15.50 13.50 2.88 16.00 15.50 12.50 1.45 16.00 16.00 16.00 2.11 16.00 16.00 15.00 2.40 16.00 16.00 14.00 2.79 16.00 16.00 13.00 1.45 16.00 16.50 16.50 2.06 16.00 16.50 15.50 2.36 16.00 16.50 14.50 2.71 16.00 16.50 13.50 1.45 16.00 17.00 17.00 2.03 16.00 17.00 16.00 2.32 16.00 17.00 15.00 2.64 16.00 17.00 14.00 1.46 16.00 17.50 17.50 1.99 16.00 17.50 16.50 2.28 16.00 17.50 15.50 2.58 16.00 17.50 14.50 1.46 16.00 18.00 18.00 1.97 16.00 18.00 17.00 2.21 16.00 18.00 16.00 2.52 16.00 18.00 15.00 1.46 16.00 18.50 18.50 1.94 16.00 18.50 17.50 2.18 16.00 18.50 16.50 2.47 16.00 18.50 15.50 1.46 16.00 19.00 19.00 1.93 16.00 19.00 18.00 2.14 16.00 19.00 17.00 2.42 16.00 19.00 16.00 1.47 16.50 14.00 14.00 2.50 16.50 14.00 13.00 2.92 16.50 14.00 12.00 3.79 16.50 14.00 11.00 8.66 16.50 14.50 14.50 2.44 16.50 14.50 13.50 2.84 16.50 14.50 12.50 3.61 16.50 14.50 11.50 8.66 16.50 15.00 15.00 2.39 16.50 15.00 14.00 2.76 16.50 15.00 13.00 3.45 16.50 15.00 12.00 8.66 16.50 15.50 15.50 2.34 16.50 15.50 14.50 2.69 16.50 15.50 13.50 3.31 16.50 15.50 12.50 8.66 16.50 16.00 16.00 2.27 16.50 16.00 15.00 2.62 16.50 16.00 14.00 3.18 16.50 16.00 13.00 8.66 16.50 16.50 16.50 2.21 16.50 16.50 15.50 2.56 16.50 16.50 14.50 3.07 16.50 16.50 13.50 8.66 16.50 17.00 17.00 2.17 16.50 17.00 16.00 2.51 16.50 17.00 15.00 2.97 16.50 17.00 14.00 8.66 16.50 17.50 17.50 2.13 16.50 17.50 16.50 2.46 16.50 17.50 15.50 2.88 16.50 17.50 14.50 8.66 16.50 18.00 18.00 2.09 16.50 18.00 17.00 2.42 16.50 18.00 16.00 2.79 16.50 18.00 15.00 1.44 16.50 18.50 18.50 2.06 16.50 18.50 17.50 2.34 16.50 18.50 16.50 2.72 16.50 18.50 15.50 1.45 16.50 19.00 19.00 2.03 16.50 19.00 18.00 2.31 16.50 19.00 17.00 2.65 16.50 19.00 16.00 1.45 17.00 14.00 14.00 2.72 17.00 14.00 13.00 3.28 17.00 14.00 12.00 4.70 17.00 14.50 14.50 2.65 17.00 14.50 13.50 3.17 17.00 14.50 12.50 4.42 17.00 15.00 15.00 2.58 17.00 15.00 14.00 3.07 17.00 15.00 13.00 4.16 17.00 15.50 15.50 2.52 17.00 15.50 14.50 2.98 17.00 15.50 13.50 3.95 17.00 16.00 16.00 2.46 17.00 16.00 15.00 2.90 17.00 16.00 14.00 3.75 17.00 16.50 16.50 2.41 17.00 16.50 15.50 2.82 17.00 16.50 14.50 3.58 17.00 17.00 17.00 2.36 17.00 17.00 16.00 2.75 17.00 17.00 15.00 3.43 17.00 17.50 17.50 2.30 17.00 17.50 16.50 2.68 17.00 17.50 15.50 3.29 17.00 18.00 18.00 2.25 17.00 18.00 17.00 2.62 17.00 18.00 16.00 3.17 17.00 18.50 18.50 2.20 17.00 18.50 17.50 2.57 17.00 18.50 16.50 3.06 17.00 19.00 19.00 2.16 17.00 19.00 18.00 2.49 17.00 19.00 17.00 2.96 17.50 14.00 14.00 2.97 17.50 14.00 13.00 3.75 17.50 14.00 12.00 6.17 17.50 14.50 14.50 2.89 17.50 14.50 13.50 3.60 17.50 14.50 12.50 5.71 17.50 15.00 15.00 2.81 17.50 15.00 14.00 3.47 17.50 15.00 13.00 5.31 17.50 15.50 15.50 2.74 17.50 15.50 14.50 3.35 17.50 15.50 13.50 4.96 17.50 16.00 16.00 2.67 17.50 16.00 15.00 3.24 17.50 16.00 14.00 4.65 17.50 16.50 16.50 2.60 17.50 16.50 15.50 3.14 17.50 16.50 14.50 4.38 17.50 17.00 17.00 2.54 17.50 17.00 16.00 3.05 17.50 17.00 15.00 4.14 17.50 17.50 17.50 2.50 17.50 17.50 16.50 2.97 17.50 17.50 15.50 3.93 17.50 18.00 18.00 2.45 17.50 18.00 17.00 2.89 17.50 18.00 16.00 3.74 17.50 18.50 18.50 2.37 17.50 18.50 17.50 2.82 17.50 18.50 16.50 3.57 17.50 19.00 19.00 2.33 17.50 19.00 18.00 2.75 17.50 19.00 17.00 3.42 18.00 14.00 14.00 3.28 18.00 14.00 13.00 4.35 18.00 14.00 12.00 8.13 18.00 14.50 14.50 3.18 18.00 14.50 13.50 4.16 18.00 14.50 12.50 7.57 18.00 15.00 15.00 3.08 18.00 15.00 14.00 3.98 18.00 15.00 13.00 7.04 18.00 15.50 15.50 2.99 18.00 15.50 14.50 3.83 18.00 15.50 13.50 6.52 18.00 16.00 16.00 2.91 18.00 16.00 15.00 3.68 18.00 16.00 14.00 6.05 18.00 16.50 16.50 2.83 18.00 16.50 15.50 3.55 18.00 16.50 14.50 5.63 18.00 17.00 17.00 2.76 18.00 17.00 16.00 3.43 18.00 17.00 15.00 5.25 18.00 17.50 17.50 2.70 18.00 17.50 16.50 3.32 18.00 17.50 15.50 4.92 18.00 18.00 18.00 2.64 18.00 18.00 17.00 3.22 18.00 18.00 16.00 4.62 18.00 18.50 18.50 2.59 18.00 18.50 17.50 3.13 18.00 18.50 16.50 4.36 18.00 19.00 19.00 2.51 18.00 19.00 18.00 3.04 18.00 19.00 17.00 4.12 18.50 14.00 14.00 3.66 18.50 14.00 13.00 5.11 18.50 14.00 12.00 8.98 18.50 14.50 14.50 3.52 18.50 14.50 13.50 4.86 18.50 14.50 12.50 8.95 18.50 15.00 15.00 3.41 18.50 15.00 14.00 4.64 18.50 15.00 13.00 8.82 18.50 15.50 15.50 3.30 18.50 15.50 14.50 4.43 18.50 15.50 13.50 8.49 18.50 16.00 16.00 3.20 18.50 16.00 15.00 4.24 18.50 16.00 14.00 8.06 18.50 16.50 16.50 3.10 18.50 16.50 15.50 4.07 18.50 16.50 14.50 7.55 18.50 17.00 17.00 3.02 18.50 17.00 16.00 3.92 18.50 17.00 15.00 7.02 18.50 17.50 17.50 2.94 18.50 17.50 16.50 3.77 18.50 17.50 15.50 6.51 18.50 18.00 18.00 2.87 18.50 18.00 17.00 3.64 18.50 18.00 16.00 6.05 18.50 18.50 18.50 2.80 18.50 18.50 17.50 3.53 18.50 18.50 16.50 5.64 18.50 19.00 19.00 2.74 18.50 19.00 18.00 3.41 18.50 19.00 17.00 5.25 19.00 14.00 14.00 4.11 19.00 14.00 13.00 6.05 19.00 14.00 12.00 8.84 19.00 14.50 14.50 3.94 19.00 14.50 13.50 5.73 19.00 14.50 12.50 8.81 19.00 15.00 15.00 3.80 19.00 15.00 14.00 5.46 19.00 15.00 13.00 8.79 19.00 15.50 15.50 3.66 19.00 15.50 14.50 5.19 19.00 15.50 13.50 8.77 19.00 16.00 16.00 3.54 19.00 16.00 15.00 4.96 19.00 16.00 14.00 8.75 19.00 16.50 16.50 3.43 19.00 16.50 15.50 4.74 19.00 16.50 14.50 8.73 19.00 17.00 17.00 3.33 19.00 17.00 16.00 4.53 19.00 17.00 15.00 8.70 19.00 17.50 17.50 3.23 19.00 17.50 16.50 4.35 19.00 17.50 15.50 8.47 19.00 18.00 18.00 3.14 19.00 18.00 17.00 4.18 19.00 18.00 16.00 8.08 19.00 18.50 18.50 3.06 19.00 18.50 17.50 4.02 19.00 18.50 16.50 7.61 19.00 19.00 19.00 2.99 19.00 19.00 18.00 3.88 19.00 19.00 17.00 7.10 19.50 14.00 14.00 4.63 19.50 14.00 13.00 7.04 19.50 14.00 12.00 8.68 19.50 14.50 14.50 4.44 19.50 14.50 13.50 6.73 19.50 14.50 12.50 8.66 19.50 15.00 15.00 4.26 19.50 15.00 14.00 6.41 19.50 15.00 13.00 8.64 19.50 15.50 15.50 4.11 19.50 15.50 14.50 6.11 19.50 15.50 13.50 8.62 19.50 16.00 16.00 3.96 19.50 16.00 15.00 5.83 19.50 16.00 14.00 8.60 19.50 16.50 16.50 3.82 19.50 16.50 15.50 5.56 19.50 16.50 14.50 8.59 19.50 17.00 17.00 3.70 19.50 17.00 16.00 5.31 19.50 17.00 15.00 8.58 19.50 17.50 17.50 3.58 19.50 17.50 16.50 5.08 19.50 17.50 15.50 8.56 19.50 18.00 18.00 3.47 19.50 18.00 17.00 4.86 19.50 18.00 16.00 8.55 19.50 18.50 18.50 3.37 19.50 18.50 17.50 4.67 19.50 18.50 16.50 8.54 19.50 19.00 19.00 3.28 19.50 19.00 18.00 4.48 19.50 19.00 17.00 8.53 20.00 14.00 14.00 5.25 20.00 14.00 13.00 7.88 20.00 14.00 12.00 8.50 20.00 14.50 14.50 5.02 20.00 14.50 13.50 7.63 20.00 14.50 12.50 8.48 20.00 15.00 15.00 4.82 20.00 15.00 14.00 7.36 20.00 15.00 13.00 8.47 20.00 15.50 15.50 4.63 20.00 15.50 14.50 7.09 20.00 15.50 13.50 8.45 20.00 16.00 16.00 4.45 20.00 16.00 15.00 6.79 20.00 16.00 14.00 8.44 20.00 16.50 16.50 4.28 20.00 16.50 15.50 6.50 20.00 16.50 14.50 8.43 20.00 17.00 17.00 4.13 20.00 17.00 16.00 6.23 20.00 17.00 15.00 8.42 20.00 17.50 17.50 3.99 20.00 17.50 16.50 5.95 20.00 17.50 15.50 8.41 20.00 18.00 18.00 3.87 20.00 18.00 17.00 5.69 20.00 18.00 16.00 8.40 20.00 18.50 18.50 3.75 20.00 18.50 17.50 5.45 20.00 18.50 16.50 8.40 20.00 19.00 19.00 3.63 20.00 19.00 18.00 5.22 20.00 19.00 17.00 8.39 [End of Data] [END OF ZONE RESULTS] [CircleResults] 5.000 0.000 6 11 11 16.500 18.000 15.000 1.445 15.000 14.000 11.000 1.760 15.000 14.500 11.500 1.721 15.000 15.000 12.000 1.689 15.000 15.500 12.500 1.665 15.000 16.000 13.000 1.645 15.000 16.500 13.500 1.631 15.000 17.000 14.000 1.618 15.000 17.500 14.500 1.606 15.000 18.000 15.000 1.598 15.000 18.500 15.500 1.591 15.000 19.000 16.000 1.584 15.500 14.000 11.000 1.456 15.500 14.500 11.500 1.459 15.500 15.000 12.000 1.463 15.500 15.500 12.500 1.466 15.500 16.000 13.000 1.469 15.500 16.500 13.500 1.471 15.500 17.000 14.000 1.636 15.500 17.500 14.500 1.618 15.500 18.000 15.000 1.603 15.500 18.500 15.500 1.591 15.500 19.000 16.000 1.582 16.000 14.000 14.000 2.314 16.000 14.500 14.500 2.265 16.000 15.000 15.000 2.223 16.000 15.500 12.500 1.446 16.000 16.000 13.000 1.449 16.000 16.500 13.500 1.453 16.000 17.000 14.000 1.456 16.000 17.500 14.500 1.459 16.000 18.000 15.000 1.461 16.000 18.500 15.500 1.464 16.000 19.000 16.000 1.466 16.500 14.000 14.000 2.498 16.500 14.500 14.500 2.438 16.500 15.000 15.000 2.387 16.500 15.500 15.500 2.336 16.500 16.000 16.000 2.274 16.500 16.500 16.500 2.213 16.500 17.000 17.000 2.169 16.500 17.500 17.500 2.133 16.500 18.000 15.000 1.445 16.500 18.500 15.500 1.448 16.500 19.000 16.000 1.451 17.000 14.000 14.000 2.717 17.000 14.500 14.500 2.645 17.000 15.000 15.000 2.578 17.000 15.500 15.500 2.517 17.000 16.000 16.000 2.460 17.000 16.500 16.500 2.410 17.000 17.000 17.000 2.360 17.000 17.500 17.500 2.304 17.000 18.000 18.000 2.252 17.000 18.500 18.500 2.200 17.000 19.000 19.000 2.160 17.500 14.000 14.000 2.974 17.500 14.500 14.500 2.887 17.500 15.000 15.000 2.808 17.500 15.500 15.500 2.736 17.500 16.000 16.000 2.667 17.500 16.500 16.500 2.604 17.500 17.000 17.000 2.544 17.500 17.500 17.500 2.497 17.500 18.000 18.000 2.445 17.500 18.500 18.500 2.373 17.500 19.000 19.000 2.326 18.000 14.000 14.000 3.285 18.000 14.500 14.500 3.177 18.000 15.000 15.000 3.079 18.000 15.500 15.500 2.990 18.000 16.000 16.000 2.907 18.000 16.500 16.500 2.832 18.000 17.000 17.000 2.763 18.000 17.500 17.500 2.698 18.000 18.000 18.000 2.640 18.000 18.500 18.500 2.593 18.000 19.000 19.000 2.508 18.500 14.000 14.000 3.655 18.500 14.500 14.500 3.524 18.500 15.000 15.000 3.406 18.500 15.500 15.500 3.297 18.500 16.000 16.000 3.198 18.500 16.500 16.500 3.105 18.500 17.000 17.000 3.019 18.500 17.500 17.500 2.941 18.500 18.000 18.000 2.869 18.500 18.500 18.500 2.803 18.500 19.000 19.000 2.743 19.000 14.000 14.000 4.107 19.000 14.500 14.500 3.945 19.000 15.000 15.000 3.799 19.000 15.500 15.500 3.665 19.000 16.000 16.000 3.543 19.000 16.500 16.500 3.431 19.000 17.000 17.000 3.326 19.000 17.500 17.500 3.232 19.000 18.000 18.000 3.144 19.000 18.500 18.500 3.063 19.000 19.000 19.000 2.986 19.500 14.000 14.000 4.631 19.500 14.500 14.500 4.439 19.500 15.000 15.000 4.264 19.500 15.500 15.500 4.106 19.500 16.000 16.000 3.961 19.500 16.500 16.500 3.823 19.500 17.000 17.000 3.698 19.500 17.500 17.500 3.581 19.500 18.000 18.000 3.472 19.500 18.500 18.500 3.372 19.500 19.000 19.000 3.280 20.000 14.000 14.000 5.252 20.000 14.500 14.500 5.023 20.000 15.000 15.000 4.816 20.000 15.500 15.500 4.626 20.000 16.000 16.000 4.447 20.000 16.500 16.500 4.284 20.000 17.000 17.000 4.133 20.000 17.500 17.500 3.995 20.000 18.000 18.000 3.867 20.000 18.500 18.500 3.748 20.000 19.000 19.000 3.634 [End of CircleResults] [Dumps] 1 : number of dumps in file [Dump] [Dump Header] [Column Indication] Stability factor Number of slices X-Centrepoint Y-Centrepoint Radius X coordinate left surface X coordinate right surface Dump name [End of Column Indication] [Data] 1.445 31 16.500 18.000 15.000 10.325 11.544 Design level [End of Data] [End Of Dump Header] [SliceGeometry] [Column Indication] xRight xLeft yBottomRight YBottomLeft yTopRight YTopLeft [End of Column Indication] [Data] 10.364 10.325 4.312 4.330 4.314 4.330 10.403 10.364 4.295 4.312 4.299 4.314 10.443 10.403 4.277 4.295 4.283 4.299 10.482 10.443 4.260 4.277 4.267 4.283 10.521 10.482 4.243 4.260 4.251 4.267 10.561 10.521 4.226 4.243 4.236 4.251 10.600 10.561 4.209 4.226 4.220 4.236 10.639 10.600 4.192 4.209 4.204 4.220 10.679 10.639 4.176 4.192 4.188 4.204 10.718 10.679 4.159 4.176 4.173 4.188 10.757 10.718 4.143 4.159 4.157 4.173 10.797 10.757 4.127 4.143 4.141 4.157 10.836 10.797 4.110 4.127 4.126 4.141 10.875 10.836 4.094 4.110 4.110 4.126 10.915 10.875 4.079 4.094 4.094 4.110 10.954 10.915 4.063 4.079 4.078 4.094 10.993 10.954 4.047 4.063 4.063 4.078 11.033 10.993 4.032 4.047 4.047 4.063 11.072 11.033 4.016 4.032 4.031 4.047 11.112 11.072 4.001 4.016 4.015 4.031 11.151 11.112 3.986 4.001 4.000 4.015 11.190 11.151 3.971 3.986 3.984 4.000 11.230 11.190 3.956 3.971 3.968 3.984 11.269 11.230 3.942 3.956 3.952 3.968 11.308 11.269 3.927 3.942 3.937 3.952 11.348 11.308 3.913 3.927 3.921 3.937 11.387 11.348 3.898 3.913 3.905 3.921 11.426 11.387 3.884 3.898 3.889 3.905 11.466 11.426 3.870 3.884 3.874 3.889 11.505 11.466 3.856 3.870 3.858 3.874 11.544 11.505 3.842 3.856 3.842 3.858 [End of Data] [End of SliceGeometry] [strength and Loads] [Column Indication] CohBottom PhiBottom Cu K0 PoreOnSurface YFrea HPoreOnSurface VPoreOnSurface Weight ExternalLoad PseudoFactor [End of Column Indication] [Data] 0.000 30.000 0.000 0.000 0.000 2.604 -0.000 -0.000 0.001 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.598 -0.000 -0.000 0.002 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.591 -0.000 -0.000 0.003 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.584 -0.000 -0.000 0.004 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.578 -0.000 -0.000 0.005 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.571 -0.000 -0.000 0.006 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.564 -0.000 -0.000 0.007 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.558 -0.000 -0.000 0.008 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.551 -0.000 -0.000 0.008 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.544 -0.000 -0.000 0.009 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.538 -0.000 -0.000 0.009 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.531 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.524 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.518 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.511 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.504 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.498 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.491 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.484 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.478 -0.000 -0.000 0.010 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.471 -0.000 -0.000 0.009 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.464 -0.000 -0.000 0.009 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.458 -0.000 -0.000 0.008 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.451 -0.000 -0.000 0.008 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.444 -0.000 -0.000 0.007 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.438 -0.000 -0.000 0.006 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.431 -0.000 -0.000 0.005 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.424 -0.000 -0.000 0.004 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.418 -0.000 -0.000 0.003 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.411 -0.000 -0.000 0.002 0.000 0.000 0.000 30.000 0.000 0.000 0.000 2.405 -0.000 -0.000 0.001 0.000 0.000 [End of Data] [End of Strength and Loads] [Stresses] [Column Indication] TotalStress EffectiveStress HydrostaticPore AanpasPore PnLinePore ShearStress NormalStress PreLoadStress POP LoadStress SigmaAlfa WaterLoadStress TotalPore [End of Column Indication] [Data] 0.017 0.017 0.000 0.000 0.000 0.006 0.014 0.000 0.000 0.000 0.014 0.000 0.000 0.049 0.049 0.000 0.000 0.000 0.017 0.042 0.000 0.000 0.000 0.042 0.000 0.000 0.079 0.079 0.000 0.000 0.000 0.027 0.067 0.000 0.000 0.000 0.067 0.000 0.000 0.107 0.107 0.000 0.000 0.000 0.036 0.091 0.000 0.000 0.000 0.091 0.000 0.000 0.132 0.132 0.000 0.000 0.000 0.045 0.113 0.000 0.000 0.000 0.113 0.000 0.000 0.155 0.155 0.000 0.000 0.000 0.053 0.132 0.000 0.000 0.000 0.132 0.000 0.000 0.176 0.176 0.000 0.000 0.000 0.060 0.150 0.000 0.000 0.000 0.150 0.000 0.000 0.195 0.195 0.000 0.000 0.000 0.067 0.166 0.000 0.000 0.000 0.166 0.000 0.000 0.211 0.211 0.000 0.000 0.000 0.072 0.181 0.000 0.000 0.000 0.181 0.000 0.000 0.225 0.225 0.000 0.000 0.000 0.077 0.193 0.000 0.000 0.000 0.193 0.000 0.000 0.237 0.237 0.000 0.000 0.000 0.081 0.203 0.000 0.000 0.000 0.203 0.000 0.000 0.247 0.247 0.000 0.000 0.000 0.085 0.212 0.000 0.000 0.000 0.212 0.000 0.000 0.254 0.254 0.000 0.000 0.000 0.087 0.218 0.000 0.000 0.000 0.218 0.000 0.000 0.259 0.259 0.000 0.000 0.000 0.089 0.223 0.000 0.000 0.000 0.223 0.000 0.000 0.262 0.262 0.000 0.000 0.000 0.090 0.226 0.000 0.000 0.000 0.226 0.000 0.000 0.263 0.263 0.000 0.000 0.000 0.091 0.227 0.000 0.000 0.000 0.227 0.000 0.000 0.262 0.262 0.000 0.000 0.000 0.090 0.226 0.000 0.000 0.000 0.226 0.000 0.000 0.258 0.258 0.000 0.000 0.000 0.089 0.223 0.000 0.000 0.000 0.223 0.000 0.000 0.252 0.252 0.000 0.000 0.000 0.087 0.218 0.000 0.000 0.000 0.218 0.000 0.000 0.244 0.244 0.000 0.000 0.000 0.085 0.212 0.000 0.000 0.000 0.212 0.000 0.000 0.234 0.234 0.000 0.000 0.000 0.081 0.203 0.000 0.000 0.000 0.203 0.000 0.000 0.222 0.222 0.000 0.000 0.000 0.077 0.193 0.000 0.000 0.000 0.193 0.000 0.000 0.208 0.208 0.000 0.000 0.000 0.072 0.181 0.000 0.000 0.000 0.181 0.000 0.000 0.191 0.191 0.000 0.000 0.000 0.067 0.166 0.000 0.000 0.000 0.166 0.000 0.000 0.173 0.173 0.000 0.000 0.000 0.060 0.150 0.000 0.000 0.000 0.150 0.000 0.000 0.152 0.152 0.000 0.000 0.000 0.053 0.132 0.000 0.000 0.000 0.132 0.000 0.000 0.129 0.129 0.000 0.000 0.000 0.045 0.113 0.000 0.000 0.000 0.113 0.000 0.000 0.104 0.104 0.000 0.000 0.000 0.036 0.091 0.000 0.000 0.000 0.091 0.000 0.000 0.077 0.077 0.000 0.000 0.000 0.027 0.067 0.000 0.000 0.000 0.067 0.000 0.000 0.048 0.048 0.000 0.000 0.000 0.017 0.042 0.000 0.000 0.000 0.042 0.000 0.000 0.016 0.016 0.000 0.000 0.000 0.006 0.014 0.000 0.000 0.000 0.014 0.000 0.000 [End of Data] [End of Stresses] [End of Dump] [CALCULATION TIME] 00:00:01 [END OF CALCULATION TIME] [End of Dump File]