Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Grontmij NV LICENSE : Unknown DATE : 8/2/2012 TIME : 9:20:32 AM FILENAME : P:\305401\WP13 Polders Cluster 13\01 GH-080 -090\03 - Werkmap\09 Gedetailleerde toets\Mstab\DG-1-001_STBI_HW_met_belasting.sti CREATED BY : D-Geo Stability version 10.1.1.4 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 8 = number of items [SOIL] Veen >300 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Veen, kleiig <300 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Klei, humeus 13-14 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.50 SoilGamWet=13.50 SoilRestSlope=0 SoilCohesion=2.40 SoilPhi=15.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Klei, siltig 15-16 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=19.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Klei, zandig >17 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Zand SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Basisveen SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] Pleistoceen zand SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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] 196 - Number of geometry points - 1 -52.500 -4.300 0.000 2 -52.000 -4.350 0.000 3 -51.500 -4.350 0.000 4 -51.000 -4.350 0.000 5 -50.500 -4.380 0.000 6 -50.000 -4.380 0.000 7 -49.500 -4.400 0.000 8 -49.000 -4.410 0.000 9 -48.500 -4.410 0.000 10 -48.000 -4.420 0.000 11 -47.500 -4.430 0.000 12 -47.000 -4.430 0.000 13 -46.500 -4.450 0.000 14 -46.000 -4.470 0.000 15 -45.500 -4.480 0.000 16 -45.000 -4.480 0.000 17 -44.500 -4.490 0.000 18 -44.000 -4.500 0.000 19 -43.500 -4.500 0.000 20 -43.000 -4.510 0.000 21 -42.500 -4.520 0.000 22 -42.000 -4.520 0.000 23 -41.500 -4.520 0.000 24 -41.000 -4.510 0.000 25 -40.500 -4.510 0.000 26 -40.000 -4.510 0.000 27 -39.500 -4.480 0.000 28 -39.000 -4.450 0.000 29 -38.500 -4.450 0.000 30 -38.000 -4.400 0.000 31 -37.500 -4.350 0.000 32 -37.000 -4.350 0.000 33 -36.500 -4.290 0.000 34 -36.000 -4.200 0.000 35 -35.500 -4.200 0.000 36 -35.000 -4.010 0.000 37 -34.500 -4.010 0.000 38 -34.000 -4.010 0.000 39 -33.500 -3.800 0.000 40 -33.000 -3.800 0.000 41 -32.500 -3.800 0.000 42 -32.000 -3.600 0.000 43 -31.500 -3.600 0.000 44 -31.000 -3.510 0.000 45 -30.500 -3.420 0.000 46 -30.000 -3.420 0.000 47 -29.500 -3.330 0.000 48 -29.000 -3.260 0.000 49 -28.500 -3.180 0.000 50 -28.000 -3.180 0.000 51 -27.500 -3.110 0.000 52 -27.000 -3.090 0.000 53 -26.500 -3.090 0.000 54 -7.996 -0.283 0.000 55 -7.500 -0.217 0.000 56 -7.000 -0.106 0.000 57 -6.500 -0.039 0.000 58 -6.000 -0.155 0.000 59 -5.500 -0.155 0.000 60 -5.000 0.181 0.000 61 -4.500 0.548 0.000 62 -4.000 0.735 0.000 63 -3.500 0.847 0.000 64 -3.000 0.944 0.000 65 -2.500 0.981 0.000 66 -2.000 1.052 0.000 67 -1.500 1.028 0.000 68 -1.000 1.028 0.000 69 -0.500 1.037 0.000 70 0.000 1.086 0.000 71 0.500 1.044 0.000 72 1.000 1.034 0.000 73 1.500 1.061 0.000 74 2.000 1.032 0.000 75 2.500 0.968 0.000 76 3.000 0.968 0.000 77 3.500 0.969 0.000 78 4.000 0.972 0.000 79 4.500 0.891 0.000 80 5.000 0.770 0.000 81 5.500 0.594 0.000 82 6.000 0.397 0.000 83 6.500 0.186 0.000 84 7.000 0.021 0.000 85 7.500 -0.190 0.000 86 8.000 -0.526 0.000 87 8.500 -0.444 0.000 88 9.000 -0.444 0.000 89 9.500 -0.413 0.000 90 10.000 -0.419 0.000 91 10.500 -0.437 0.000 92 11.000 -0.405 0.000 93 11.500 -0.405 0.000 94 12.000 -0.386 0.000 95 12.500 -0.368 0.000 96 13.000 -0.366 0.000 97 13.500 -0.377 0.000 98 14.000 -0.403 0.000 99 14.500 -0.392 0.000 100 15.000 -0.427 0.000 101 15.500 -0.431 0.000 102 16.000 -0.458 0.000 103 16.500 -0.336 0.000 104 17.000 -0.409 0.000 105 17.500 -0.409 0.000 106 18.000 -0.493 0.000 107 18.500 -0.626 0.000 108 19.000 -0.688 0.000 109 19.500 -0.764 0.000 110 20.000 -0.812 0.000 111 20.500 -0.903 0.000 112 21.000 -1.114 0.000 113 21.500 -1.114 0.000 114 22.000 -1.330 0.000 115 22.500 -1.671 0.000 116 23.000 -1.816 0.000 117 23.500 -1.917 0.000 118 24.000 -2.026 0.000 119 24.500 -2.093 0.000 120 25.000 -2.161 0.000 121 25.500 -2.231 0.000 122 26.000 -2.231 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27.718 -2.600 0.000 166 36.198 -2.600 0.000 167 30.918 -4.200 0.000 168 32.998 -4.200 0.000 169 -14.041 -1.200 0.000 170 -16.019 -1.500 0.000 171 -19.974 -2.100 0.000 172 -23.929 -2.700 0.000 173 -52.500 -4.800 0.000 174 -2.000 -4.800 0.000 175 2.000 -4.800 0.000 176 5.000 -4.800 0.000 177 7.000 -4.800 0.000 178 20.000 -4.800 0.000 179 22.000 -4.800 0.000 180 40.500 -4.800 0.000 181 -52.500 -6.000 0.000 182 40.500 -6.000 0.000 183 -52.500 -20.000 0.000 184 40.500 -20.000 0.000 185 -52.500 -0.170 0.000 186 40.500 -4.300 0.000 187 -5.504 -0.170 0.000 188 -5.013 -0.650 0.000 189 4.002 -0.650 0.000 190 10.689 -0.790 0.000 191 30.000 -4.300 0.000 192 21.146 -1.517 0.000 193 -52.500 -1.390 0.000 194 40.500 -1.390 0.000 195 7.396 -0.200 0.000 196 8.293 -0.740 0.000 [END OF POINTS] [CURVES] 198 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 140 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 145 144 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 146 147 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 148 149 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 150 151 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 152 153 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 154 155 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 156 157 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 158 159 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 137 148 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 150 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 143 160 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 160 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 154 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 152 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 152 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 149 85 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 155 158 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 153 156 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 161 162 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 147 161 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 162 110 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 157 165 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 163 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 159 167 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 164 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 49 - Curve number 2 - number of points on curve, next line(s) are 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curve, next line(s) are pointnumbers 32 33 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 73 - Curve number 2 - 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170 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 169 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 54 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 96 - Curve number 2 - number of points on curve, next 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number of points on curve, next line(s) are pointnumbers 75 76 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 134 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 135 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 136 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 137 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 138 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 139 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 140 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 108 141 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 142 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 143 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 144 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 145 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 146 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 147 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 148 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 149 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 150 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 151 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 152 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 119 120 153 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 154 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 155 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 156 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 124 157 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 158 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 165 159 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 165 167 160 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 167 126 161 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 162 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 127 168 163 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 168 166 164 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 166 128 165 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 166 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 167 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 168 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 131 132 169 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 170 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 171 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 172 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 169 136 173 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 170 138 174 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 171 141 175 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 172 142 176 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 146 177 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 145 178 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 151 90 179 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 160 161 180 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 173 174 181 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 174 175 182 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 175 176 183 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 176 177 184 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 177 178 185 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 178 179 186 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 179 180 187 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 181 182 188 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 183 184 189 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 185 187 190 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 187 188 191 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 188 189 192 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 191 186 193 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 190 192 194 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 192 191 195 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 193 194 196 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 189 195 197 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 195 196 198 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 196 190 [END OF CURVES] [BOUNDARIES] 14 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 188 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 187 2 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 180 181 182 183 184 185 186 3 - Boundary number 45 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 177 5 17 10 21 12 28 160 161 162 29 4 - Boundary number 46 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 177 5 17 10 21 12 28 160 161 162 163 27 5 - Boundary number 53 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 177 5 17 10 21 12 28 160 161 162 163 164 165 166 167 168 169 170 171 6 - Boundary number 54 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 177 5 19 9 22 11 26 159 160 161 162 163 164 165 166 167 168 169 170 171 7 - Boundary number 62 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 176 6 18 9 22 11 26 159 160 161 162 163 164 165 166 167 168 169 170 171 8 - Boundary number 76 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 176 6 24 23 25 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 9 - Boundary number 88 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 175 4 15 179 23 25 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 10 - Boundary number 89 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 174 3 16 179 23 25 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 11 - Boundary number 109 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 173 2 14 8 178 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 12 - Boundary number 115 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 172 1 13 7 20 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 13 - Boundary number 142 - number of curves on boundary, next line(s) are curvenumbers 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 14 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 14 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 14 - Number of boundaries - 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 9 - number of curves on PlLine, next line(s) are curvenumbers 189 190 191 196 197 198 193 194 192 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 195 [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] 13 - Number of layers - 1 - Layer number, next line is material of layer Zand 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Veen >300 1 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer Klei, siltig 15-16 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 1 - 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 Klei, zandig >17 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer 8 - Layer number, next line is material of layer Klei, humeus 13-14 1 - Piezometric level line at top of layer 1 - 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 Klei, siltig 15-16 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 9 - Boundarynumber at top of layer 8 - Boundarynumber at bottom of layer 10 - Layer number, next line is material of layer Zand 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer Klei, siltig 15-16 1 - Piezometric level line at top of layer 1 - 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 Zand 1 - Piezometric level line at top of layer 1 - 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 Klei, humeus 13-14 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] DG-1, Houtrakpolder en Inlaagpolder STBI, hoogwater met belasting (Bishop) DWP-001 - gedetailleerde toets [MODEL] 1 : Bishop 1 : C phi 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] 13 Number of layers 13 100 12 100 100 11 100 100 100 10 100 100 100 100 9 100 100 100 100 100 8 100 100 100 100 100 100 7 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 100 20 100 20 20 20 100 20 100 20 1 capillary water included [degree Free water(Cu)] 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 [CIRCLES] 5.511 22.557 15 X-direction 1.967 11.680 15 Y-direction -1.347 -8.000 10 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Uniform Load (1) 13.00 = magnitude -1.25 1.25 = xstart and xend 45.00 = distribution angle 2 = temporary load [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate 0.00 = YCoordinate 10.00 = width of root zone 0.0 = AngleOfDistribution [END OF TREE ON SLOPE] [EARTH QUAKE] 0.000 = horizontal acceleration 0.000 = vertical acceleration 0.000 = free water moment factor [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 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] 10 [LIFT SLIP DATA] -0.901 7.136 10 X-direction Left 2.096 6.654 10 Y-direction Left 29.730 32.249 4 X-direction Right 1.616 3.576 4 Y-direction Right -6.000 -3.000 7 Y-direction tangent lines 1 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 28 Number of tangentlines -6.000 -4.800 0.000 -11.000 -10.500 -8.860 -5.980 -5.480 -4.580 -2.680 -0.981 -4.581 -8.280 -4.920 -3.322 -4.980 -4.751 -0.920 -5.100 -3.503 -1.038 -3.501 -1.070 -12.500 -12.000 -6.800 -5.600 -4.900 [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 13 - Number of layers 2 2 = Pl-top and pl-bottom 1 2 = 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 1 = 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 1 = 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 FILE]