Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : Stichting Deltares DATE : 08-Aug-18 TIME : 08:34:56 FILENAME : D:\DAMLiveSingapore\Damlive\csv files\Geometries\CD CS1 X1.sti CREATED BY : D-Geo Stability version 18.1.1.3 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1003 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 YieldStress=1001 D-Geo Stability=1008 [END OF VERSION] [SOIL COLLECTION] 7 = number of items [SOIL] Sand X1 SoilColor=851951 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.64 SoilGamWet=19.85 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=23.07 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] RS(L) X1 SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=20.64 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] Good Earth X1 SoilColor=13827451 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.00 SoilRestSlope=0 SoilCohesion=15.00 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] Revetment X1 SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=14.00 SoilGamWet=14.00 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] Tekong X1 SoilColor=6270895 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.85 SoilGamWet=19.85 SoilRestSlope=0 SoilCohesion=15.00 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] CB X1 SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=13.00 SoilGamWet=13.00 SoilRestSlope=0 SoilCohesion=50.00 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] RS(L) above 90.3 X1 SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.00 SoilRestSlope=0 SoilCohesion=24.70 SoilPhi=18.63 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] 55 - Number of geometry points - 1 0.000 98.784 0.000 2 0.000 98.938 0.000 3 120.000 98.938 0.000 4 0.000 98.938 0.000 5 120.000 98.938 0.000 6 0.000 98.784 0.000 7 120.000 98.784 0.000 8 0.000 102.500 0.000 9 15.200 102.500 0.000 10 21.100 102.500 0.000 11 22.300 102.500 0.000 12 33.750 98.700 0.000 13 39.730 98.700 0.000 14 52.000 102.500 0.000 15 54.000 102.500 0.000 16 58.000 102.500 0.000 17 60.000 102.500 0.000 18 72.330 98.700 0.000 19 73.800 98.700 0.000 20 75.330 98.290 0.000 21 120.000 98.290 0.000 22 33.700 98.300 0.000 23 39.700 98.290 0.000 24 52.000 102.100 0.000 25 54.000 102.100 0.000 26 58.000 102.100 0.000 27 60.000 102.100 0.000 28 72.330 98.290 0.000 29 16.635 95.800 0.000 30 55.600 95.800 0.000 31 55.600 102.000 0.000 32 56.400 102.000 0.000 33 56.400 95.800 0.000 34 72.330 95.800 0.000 35 0.000 95.800 0.000 36 0.000 94.300 0.000 37 55.600 94.300 0.000 38 56.400 94.300 0.000 39 55.600 93.300 0.000 40 56.400 93.300 0.000 41 120.000 95.800 0.000 42 72.330 94.300 0.000 43 120.000 94.300 0.000 44 0.000 83.800 0.000 45 120.000 83.800 0.000 46 0.000 60.000 0.000 47 120.000 60.000 0.000 48 0.000 100.000 0.000 49 44.099 100.000 0.000 50 72.431 97.600 0.000 51 120.000 97.600 0.000 52 0.000 100.000 0.000 53 120.000 100.000 0.000 54 0.000 99.500 0.000 55 120.000 99.500 0.000 [END OF POINTS] [CURVES] 49 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 22 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 15 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 26 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 20 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 29 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 28 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 29 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 30 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 33 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 33 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 39 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 38 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 41 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 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 38 42 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 46 47 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 [END OF CURVES] [BOUNDARIES] 14 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 44 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 43 2 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 31 36 37 38 42 41 3 - Boundary number 8 - number of curves on boundary, next line(s) are curvenumbers 31 36 37 38 35 28 40 41 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 31 36 37 38 35 28 39 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 31 36 37 38 35 28 29 22 13 6 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 31 34 35 28 29 22 13 7 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 31 32 33 28 29 22 13 8 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 31 32 25 26 27 28 29 22 13 9 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 30 24 25 26 27 28 29 22 13 10 - Boundary number 10 - number of curves on boundary, next line(s) are curvenumbers 1 23 24 25 26 27 28 29 22 13 11 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 2 14 15 16 17 18 8 19 20 21 22 13 12 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 2 14 15 16 17 18 8 9 10 11 12 13 13 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 [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] 3 - Number of piezometric level lines - 1 - PlLine number 3 - number of curves on PlLine, next line(s) are curvenumbers 45 46 47 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 48 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 49 [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 RS(L) X1 1 - Piezometric level line at top of layer 1 - 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 RS(L) above 90.3 X1 1 - Piezometric level line at top of layer 1 - 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 RS(L) above 90.3 X1 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 RS(L) above 90.3 X1 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 Sand X1 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 CB X1 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 CB X1 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 CB X1 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 RS(L) above 90.3 X1 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 Tekong X1 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 Good Earth X1 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 Revetment X1 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 Revetment X1 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] [END OF RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 1 : Nails on 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] 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 [END OF DEGREE OF CONSOLIDATION] [DEGREE TEMPORARY LOADS] 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 [END OF DEGREE EARTH QUAKE] [CIRCLES] 64.593 75.756 10 X-direction 103.532 110.339 10 Y-direction 98.000 95.000 10 Tangent lines 20.000 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] 2.00 [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] 20.000 20.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 20.000 20.000 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 13 - 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 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 [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] 17.00 = Width top rest profile [m] 20.00 = 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 20.00 = Required safety in zone 2b 19.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.00 = Required safety in zone 3b 0 Stability calculation at left side 0.00 = Remolding reduction factor 0.00 = Schematization reduction factor 0 Overtopping condition more then 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=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] [MODEL SPECIAL] IsAlternativeStrength=0 IsAdditionalPorePressure=0 [END OF MODEL SPECIAL] [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]