Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 6-5-2020 TIME : 16:10:32 FILENAME : D:\LayerOnSlopeTool\src\bin\Debug\TestFiles\OutputFilesMultiFiles\111-DIG-8986-07.1.sti CREATED BY : DGeoStability version 18.1.1.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1003 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1008 [END OF VERSION] [SOIL COLLECTION] 7 = number of items [SOIL] Pleistoceen zand SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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 14,5-16,5 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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 > 300 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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 < 300 SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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 <14 SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] ophoogmateriaal_klei SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] 109 - Number of geometry points - 1 -5.000 -2.100 0.000 2 -1.099 -2.101 0.000 3 -0.039 -0.872 0.000 4 0.000 -0.663 0.000 5 0.180 -0.492 0.000 6 1.084 -0.378 0.000 7 2.112 0.022 0.000 8 2.500 0.176 0.000 9 2.806 0.176 0.000 10 3.500 0.177 0.000 11 4.000 0.186 0.000 12 4.043 0.180 0.000 13 4.777 0.059 0.000 14 5.250 -0.020 0.000 15 5.591 -0.076 0.000 16 7.278 -0.037 0.000 17 7.750 -0.114 0.000 18 8.103 -0.172 0.000 19 9.429 -0.476 0.000 20 13.800 -1.219 0.000 21 13.889 -1.235 0.000 22 14.011 -1.255 0.000 23 22.549 -2.645 0.000 24 22.644 -2.662 0.000 25 22.785 -2.683 0.000 26 25.000 -3.035 0.000 27 25.200 -3.059 0.000 28 26.837 -3.260 0.000 29 30.932 -3.616 0.000 30 33.937 -3.920 0.000 31 35.000 -4.041 0.000 32 35.390 -4.092 0.000 33 35.530 -4.125 0.000 34 36.289 -4.286 0.000 35 36.671 -4.381 0.000 36 36.797 -4.396 0.000 37 37.033 -4.422 0.000 38 37.336 -4.442 0.000 39 37.521 -4.449 0.000 40 37.747 -4.441 0.000 41 38.172 -4.425 0.000 42 38.305 -4.412 0.000 43 39.393 -4.646 0.000 44 41.162 -4.632 0.000 45 45.953 -4.688 0.000 46 50.000 -4.722 0.000 47 -5.000 -32.434 0.000 48 50.000 -32.434 0.000 49 -5.000 -31.700 0.000 50 34.393 -31.700 0.000 51 39.393 -31.700 0.000 52 44.393 -31.700 0.000 53 50.000 -31.700 0.000 54 39.393 -11.700 0.000 55 44.393 -11.700 0.000 56 50.000 -11.700 0.000 57 39.393 -10.601 0.000 58 39.393 -10.208 0.000 59 44.393 -10.208 0.000 60 50.000 -10.208 0.000 61 39.393 -6.301 0.000 62 39.393 -5.220 0.000 63 44.393 -5.220 0.000 64 50.000 -5.220 0.000 65 -5.000 -11.700 0.000 66 34.393 -11.700 0.000 67 -5.000 -10.601 0.000 68 34.393 -10.601 0.000 69 -5.000 -6.301 0.000 70 34.393 -6.301 0.000 71 -5.000 -3.701 0.000 72 26.356 -3.701 0.000 73 26.837 -3.760 0.000 74 30.932 -4.116 0.000 75 33.937 -4.420 0.000 76 35.000 -4.541 0.000 77 35.390 -4.592 0.000 78 35.530 -4.625 0.000 79 36.289 -4.786 0.000 80 36.671 -4.881 0.000 81 36.797 -4.896 0.000 82 37.033 -4.922 0.000 83 37.336 -4.942 0.000 84 37.521 -4.949 0.000 85 37.747 -4.941 0.000 86 38.172 -4.925 0.000 87 38.305 -4.912 0.000 88 39.383 -5.146 0.000 89 -5.000 -3.001 0.000 90 21.664 -3.001 0.000 91 22.549 -3.145 0.000 92 22.644 -3.162 0.000 93 22.785 -3.183 0.000 94 25.000 -3.535 0.000 95 25.200 -3.559 0.000 96 0.751 -0.420 0.000 97 4.650 -0.420 0.000 98 4.777 -0.441 0.000 99 5.250 -0.520 0.000 100 5.591 -0.576 0.000 101 7.278 -0.537 0.000 102 7.750 -0.614 0.000 103 8.103 -0.672 0.000 104 9.429 -0.976 0.000 105 13.800 -1.719 0.000 106 13.889 -1.735 0.000 107 14.011 -1.755 0.000 108 4.010 -0.314 0.000 109 4.043 -0.320 0.000 [END OF POINTS] [CURVES] 110 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 54 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 57 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 61 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 43 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 54 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 57 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 61 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 43 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 92 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 72 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 96 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 102 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 103 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 105 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 106 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 90 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 6 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 108 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 109 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 97 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 [END OF CURVES] [BOUNDARIES] 15 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 8 3 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 12 4 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 15 16 5 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 13 14 17 18 19 20 6 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 21 22 9 10 13 14 17 18 19 20 7 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 23 24 10 13 14 17 18 19 20 8 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 25 26 14 17 18 19 20 9 - Boundary number 21 - number of curves on boundary, next line(s) are curvenumbers 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 18 19 20 10 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 45 46 47 48 49 50 51 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 18 19 20 11 - Boundary number 43 - number of curves on boundary, next line(s) are curvenumbers 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 46 47 48 49 50 51 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 18 19 20 12 - Boundary number 51 - number of curves on boundary, next line(s) are curvenumbers 52 53 54 55 56 69 70 71 72 73 74 75 76 77 58 59 60 61 62 63 64 65 66 67 68 46 47 48 49 50 51 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 18 19 20 13 - Boundary number 46 - number of curves on boundary, next line(s) are curvenumbers 52 53 54 55 56 69 70 71 72 73 74 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 18 19 20 14 - Boundary number 45 - number of curves on boundary, next line(s) are curvenumbers 52 53 54 55 78 70 71 72 73 74 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 18 19 20 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 15 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 15 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 15 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 0 - Number of piezometric level lines - [END OF PIEZO LINES] [PHREATIC LINE] 0 - 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] 14 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Basisveen 0 - Piezometric level line at top of layer 0 - 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Basisveen 0 - Piezometric level line at top of layer 0 - 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 siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 Veen < 300 0 - Piezometric level line at top of layer 0 - 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 humeus <14 0 - Piezometric level line at top of layer 0 - 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 ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - 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 ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - 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 Klei humeus <14 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] [END OF RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [END OF MSEEPNET] [UNIT WEIGHT WATER] 9.81 : Unit weight water [END OF UNIT WEIGHT WATER] [DEGREE OF CONSOLIDATION] 14 Number of layers 14 100 13 100 100 12 100 100 100 11 100 100 100 100 10 100 100 100 100 100 9 100 100 100 100 100 100 8 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE OF CONSOLIDATION] [DEGREE TEMPORARY LOADS] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE TEMPORARY LOADS] [DEGREE EARTH QUAKE] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [END OF DEGREE EARTH QUAKE] [CIRCLES] 3.250 28.250 26 X-direction 0.677 12.923 14 Y-direction -4.722 -9.621 11 Tangent lines 0.000 0.000 0 no fixed point used [END OF CIRCLES] [SPENCER SLIP DATA] 0 Number of points [END OF SPENCER SLIP DATA] [SPENCER SLIP DATA 2] 0 Number of points [END OF SPENCER SLIP DATA 2] [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [END OF SPENCER SLIP INTERVAL] [LINE LOADS] 0 = number of items [END OF LINE LOADS] [UNIFORM LOADS] 0 = number of items [END OF UNIFORM LOADS] [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 [END OF EARTH QUAKE] [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MEASURED YIELD STRESSES] [YIELD STRESSES] 0 = number of items [END OF YIELD STRESSES] [END OF MEASURED YIELD STRESSES] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [END OF MINIMAL REQUIRED CIRCLE DEPTH] [SLIP CIRCLE SELECTION] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [END OF SLIP CIRCLE SELECTION] [START VALUE SAFETY FACTOR] 1.000 [-] [END OF START VALUE SAFETY FACTOR] [REFERENCE LEVEL SU] 16.000 Excavation gamma above freatic level 18.000 Excavation gamma below freatic level 0 number of points [END OF REFERENCE LEVEL SU] [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) [END OF LIFT SLIP DATA] [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 14 - Number of layers 0 0 = 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 0 0 = 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 0 0 = 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 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom [END OF EXTERNAL WATER LEVELS] [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 [END OF MODEL FACTOR] [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 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 49.99 = Boundary of M.H.W influence at X [m] 0.18 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = Required safety in zone 1b 0.00 = Required safety in zone 2a 0.00 = Required safety in zone 2b -4.99 = Left side minimum road [m] -4.99 = 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 [END OF NEWZONE PLOT DATA] [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 [END OF REQUESTED CIRCLE SLICES] [REQUESTED LIFT SLICES] 50 = number of slices [END OF REQUESTED LIFT SLICES] [REQUESTED SPENCER SLICES] 50 = number of slices [END OF REQUESTED SPENCER SLICES] [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=50 GenerationCount=50 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=50 GenerationCount=50 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]