Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Grontmij NV LICENSE : Unknown DATE : 14-12-2011 TIME : 11:58:17 FILENAME : P:\305401\WP11 Polders Cluster 11\07 OR-3.29&OR-3.33\03 - Werkmap\06 Eenvoudige toets\Mstab\OR329_002_hw_metbel.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] 145 - Number of geometry points - 1 10.000 -2.630 0.000 2 10.000 -2.040 0.000 3 14.715 -2.040 0.000 4 16.500 -1.445 0.000 5 17.000 -1.371 0.000 6 17.500 -1.289 0.000 7 20.000 -0.658 0.000 8 20.500 -0.784 0.000 9 21.000 -0.778 0.000 10 21.500 -0.701 0.000 11 22.000 -0.657 0.000 12 22.500 -0.589 0.000 13 23.000 -0.455 0.000 14 23.500 -0.478 0.000 15 24.000 -0.457 0.000 16 24.500 -0.447 0.000 17 25.000 -0.479 0.000 18 25.500 -0.479 0.000 19 26.000 -0.546 0.000 20 26.500 -0.563 0.000 21 27.000 -0.574 0.000 22 27.500 -0.645 0.000 23 28.000 -0.698 0.000 24 28.500 -0.706 0.000 25 29.000 -0.726 0.000 26 29.500 -0.799 0.000 27 30.000 -0.849 0.000 28 30.500 -0.870 0.000 29 31.000 -0.921 0.000 30 31.500 -0.974 0.000 31 32.000 -1.042 0.000 32 32.500 -1.145 0.000 33 33.000 -1.191 0.000 34 33.500 -1.269 0.000 35 34.000 -1.417 0.000 36 34.500 -1.501 0.000 37 35.000 -1.501 0.000 38 35.500 -1.636 0.000 39 36.000 -1.714 0.000 40 36.500 -1.765 0.000 41 37.000 -1.788 0.000 42 37.500 -1.900 0.000 43 38.000 -1.956 0.000 44 38.500 -1.988 0.000 45 39.000 -2.049 0.000 46 39.488 -2.070 0.000 47 39.500 -2.071 0.000 48 40.000 -2.090 0.000 49 40.500 -2.133 0.000 50 41.000 -2.130 0.000 51 41.500 -2.122 0.000 52 42.000 -2.138 0.000 53 42.500 -2.138 0.000 54 43.000 -2.187 0.000 55 43.500 -2.230 0.000 56 44.000 -2.238 0.000 57 44.500 -2.230 0.000 58 45.000 -2.210 0.000 59 45.500 -2.212 0.000 60 46.000 -2.194 0.000 61 46.500 -2.173 0.000 62 47.000 -2.198 0.000 63 47.500 -2.191 0.000 64 48.000 -2.199 0.000 65 48.500 -2.222 0.000 66 49.000 -2.209 0.000 67 49.500 -2.229 0.000 68 50.000 -2.229 0.000 69 50.500 -2.229 0.000 70 51.000 -2.235 0.000 71 51.500 -2.223 0.000 72 52.000 -2.223 0.000 73 52.500 -2.224 0.000 74 53.000 -2.230 0.000 75 53.500 -2.243 0.000 76 54.000 -2.269 0.000 77 54.500 -2.242 0.000 78 55.000 -2.307 0.000 79 55.500 -2.286 0.000 80 56.000 -2.327 0.000 81 56.500 -2.324 0.000 82 57.000 -2.350 0.000 83 57.500 -2.302 0.000 84 58.000 -2.321 0.000 85 58.500 -2.343 0.000 86 59.000 -2.317 0.000 87 59.500 -2.317 0.000 88 60.000 -2.267 0.000 89 60.500 -2.304 0.000 90 61.000 -2.319 0.000 91 61.500 -2.302 0.000 92 62.000 -2.312 0.000 93 62.500 -2.288 0.000 94 63.000 -2.355 0.000 95 63.500 -2.329 0.000 96 64.000 -2.298 0.000 97 64.500 -2.300 0.000 98 65.000 -2.318 0.000 99 65.500 -2.296 0.000 100 66.000 -2.312 0.000 101 66.500 -2.296 0.000 102 67.000 -2.320 0.000 103 67.500 -2.321 0.000 104 68.000 -2.317 0.000 105 68.500 -2.316 0.000 106 69.000 -2.316 0.000 107 69.547 -2.316 0.000 108 10.000 -4.183 0.000 109 24.500 -4.160 0.000 110 40.000 -2.660 0.000 111 69.547 -2.660 0.000 112 10.000 -4.839 0.000 113 24.500 -4.860 0.000 114 39.500 -4.160 0.000 115 69.547 -4.160 0.000 116 10.000 -5.160 0.000 117 24.500 -5.160 0.000 118 40.000 -8.060 0.000 119 69.547 -8.020 0.000 120 10.000 -9.800 0.000 121 24.500 -9.800 0.000 122 39.500 -9.800 0.000 123 69.547 -9.800 0.000 124 10.000 -10.200 0.000 125 24.500 -10.200 0.000 126 39.500 -10.200 0.000 127 69.547 -10.200 0.000 128 10.000 -11.000 0.000 129 24.500 -11.000 0.000 130 39.500 -11.000 0.000 131 69.547 -11.000 0.000 132 10.000 -11.800 0.000 133 24.500 -11.800 0.000 134 39.500 -11.800 0.000 135 69.547 -11.800 0.000 136 10.000 -20.066 0.000 137 69.547 -20.066 0.000 138 10.000 -1.220 0.000 139 17.500 -1.220 0.000 140 18.000 -1.220 0.000 141 27.000 -1.220 0.000 142 39.500 -2.190 0.000 143 69.547 -2.559 0.000 144 10.000 -3.460 0.000 145 69.547 -3.460 0.000 [END OF POINTS] [CURVES] 133 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 111 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 112 113 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 114 115 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 116 117 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 119 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 121 122 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 123 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 127 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 128 129 122 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 129 130 123 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 130 131 124 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 132 133 125 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 133 134 126 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 134 135 127 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 136 137 128 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 138 139 129 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 139 140 130 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 140 141 131 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 141 142 132 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 142 143 133 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 144 145 [END OF CURVES] [BOUNDARIES] 9 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 127 1 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 124 125 126 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 121 122 123 3 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 118 119 120 4 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 115 116 117 5 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 112 113 114 6 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 109 110 111 7 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 106 107 108 8 - Boundary number 105 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 9 - Number of boundaries - 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 9 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 9 - Number of boundaries - 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 128 129 130 131 132 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 133 [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] 8 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 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 Basisveen 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 Veen, kleiig <300 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, zandig >17 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 Klei, siltig 15-16 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 Veen >300 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 Veen, kleiig <300 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Kaspolder OR-3.29-002 STBI, hoogwater met belasting Profiel DWP-01.49 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] 8 Number of layers 8 100 7 100 100 6 100 100 100 5 100 100 100 100 4 100 100 100 100 100 3 100 100 100 100 100 100 2 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 20 20 20 1 capillary water included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 [CIRCLES] 30.005 44.502 8 X-direction 3.682 11.981 8 Y-direction -4.732 -7.656 5 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) 5.00 = magnitude 23.23 25.73 = 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] 27.349 35.132 15 X-direction Left 2.167 7.356 10 Y-direction Left 52.513 55.108 5 X-direction Right -1.205 1.390 5 Y-direction Right -5.000 -3.000 3 Y-direction tangent lines 0 Automatic grid calculation (1) [MULTIPLE LIFT TANGENTS] 3 Number of tangentlines -5.000 -4.000 -3.000 [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 8 - 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 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = 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]