Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/10_10_SingaporeCrossSection_Outward.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/10_10_SingaporeCrossSection_Outward.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/10_10_SingaporeCrossSection_Outward.sti (revision 1887) @@ -0,0 +1,1835 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 8/28/2018 +TIME : 2:59:51 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\10_10_SingaporeCrossSection_Outward.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] + 10 = number of items +[SOIL] +Sand 10-10 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +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 10-10 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 10-10 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=28.40 +SoilCuBottom=31.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 10-10 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=27.50 +SoilCuBottom=34.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 10-10 +SoilColor=9764853 +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] +UMC(M) 10-10 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=12.23 +SoilCuTop=1.90 +SoilCuBottom=7.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 10-10 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=16.17 +SoilCuTop=18.00 +SoilCuBottom=27.20 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 10-10 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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) 10-10 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=54.40 +SoilCuBottom=126.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 10-10 (diep) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=32.40 +SoilCuBottom=34.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 20.794 103.837 0.000 + 2 20.794 76.562 0.000 + 3 -80.000 96.930 0.000 + 4 -41.870 96.930 0.000 + 5 -15.265 96.930 0.000 + 6 -12.265 98.050 0.000 + 7 -8.265 98.050 0.000 + 8 13.790 105.400 0.000 + 9 15.794 105.400 0.000 + 10 28.794 105.400 0.000 + 11 30.800 105.400 0.000 + 12 52.133 98.300 0.000 + 13 58.133 98.300 0.000 + 14 60.230 97.600 0.000 + 15 64.133 96.300 0.000 + 16 66.133 96.300 0.000 + 17 70.000 97.600 0.000 + 18 72.133 98.300 0.000 + 19 120.000 98.300 0.000 + 20 -8.270 96.930 0.000 + 21 10.800 103.300 0.000 + 22 13.794 104.300 0.000 + 23 15.794 104.300 0.000 + 24 35.188 103.300 0.000 + 25 50.200 98.370 0.000 + 26 52.240 97.600 0.000 + 27 43.720 98.000 0.000 + 28 -21.924 86.960 0.000 + 29 -10.200 81.100 0.000 + 30 9.900 81.090 0.000 + 31 21.640 86.960 0.000 + 32 37.320 94.800 0.000 + 33 -80.000 86.960 0.000 + 34 -80.000 78.560 0.000 + 35 -10.200 78.560 0.000 + 36 120.000 97.600 0.000 + 37 120.000 94.800 0.000 + 38 120.000 86.960 0.000 + 39 120.000 78.560 0.000 + 40 -80.000 50.000 0.000 + 41 120.000 50.000 0.000 + 42 21.594 103.837 0.000 + 43 21.594 76.562 0.000 + 44 20.794 103.300 0.000 + 45 20.794 97.528 0.000 + 46 20.794 86.537 0.000 + 47 20.794 78.560 0.000 + 48 21.594 103.300 0.000 + 49 21.594 97.544 0.000 + 50 21.594 86.937 0.000 + 51 21.594 78.560 0.000 + 52 -80.000 98.290 0.000 + 53 20.900 98.290 0.000 + 54 21.000 97.590 0.000 + 55 120.000 97.590 0.000 +[END OF POINTS] + +[CURVES] + 65 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 2 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 9 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 14 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 44 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 48 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 24 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 45 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 49 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 27 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 25 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 28 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 46 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 27 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 28 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 29 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 36 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 51 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 39 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 42 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 43 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 +[END OF CURVES] + +[BOUNDARIES] + 21 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 55 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 54 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 51 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 50 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 49 + 5 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 20 21 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 36 37 29 + 30 17 18 19 20 21 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 57 33 28 + 29 30 17 18 19 20 21 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 53 59 58 57 33 28 29 30 + 17 18 19 20 21 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 42 58 57 33 28 29 30 + 17 18 19 20 21 + 10 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 35 57 33 28 29 30 + 17 18 19 20 21 + 11 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 32 33 28 29 30 + 17 18 19 20 21 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 13 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 48 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 14 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 46 39 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 15 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 6 38 39 40 41 3 2 1 61 56 + 33 28 29 30 17 18 19 20 21 + 16 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 34 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 17 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 31 1 61 56 33 28 + 29 30 17 18 19 20 21 + 18 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 27 28 + 29 30 17 18 19 20 21 + 19 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 13 14 + 15 16 17 18 19 20 21 + 20 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 17 18 19 20 21 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 21 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 21 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 21 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 63 64 65 +[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] + 20 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) 10-10 + 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 + FC(L) 10-10 + 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 + UMC(L) 10-10 + 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 + Sand 10-10 + 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 10-10 + 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 + Sand 10-10 + 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 + Sand 10-10 + 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 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + FC(L) 10-10 (diep) + 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 + 14 - Layer number, next line is material of layer + FC(M) 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(M) 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Good Earth 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Revetment 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - 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] + 20 Number of layers + 20 100 + 19 100 100 + 18 100 100 100 + 17 100 100 100 100 + 16 100 100 100 100 100 + 15 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + -22.890 7.737 12 X-direction + 108.128 134.682 12 Y-direction + 92.000 77.408 15 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] + 1 = number of items +Uniform Load (1) + 33.00 = magnitude + 14.79 28.79 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 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 + 20 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection_Outward.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection_Outward.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection_Outward.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section1_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section1_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section1_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1475 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/17/2018 +TIME : 2:36:22 PM +FILENAME : D:\DamLive\workbin_17sep_Inward\csv files\Geometries\Section1_SingaporeCrossSection.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] + 8 = number of items +[SOIL] +Sand +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=23.07 +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) (1) +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=20.64 +SoilCuTop=41.10 +SoilCuBottom=101.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 (1) +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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 (1) +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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 +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 +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=18.63 +SoilCuTop=24.70 +SoilCuBottom=24.70 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 83.3 +SoilColor=11316396 +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=18.63 +SoilCuTop=27.30 +SoilCuBottom=27.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 47 - Number of geometry points - + 1 100.000 98.290 0.000 + 2 72.330 98.290 0.000 + 3 68.330 96.290 0.000 + 4 66.330 96.290 0.000 + 5 62.330 98.290 0.000 + 6 55.330 98.290 0.000 + 7 52.330 98.290 0.000 + 8 15.000 98.300 0.000 + 9 16.000 98.700 0.000 + 10 19.730 98.700 0.000 + 11 32.000 102.500 0.000 + 12 34.000 102.500 0.000 + 13 38.000 102.500 0.000 + 14 40.000 102.500 0.000 + 15 52.330 98.700 0.000 + 16 53.800 98.700 0.000 + 17 16.000 98.300 0.000 + 18 19.700 98.290 0.000 + 19 32.000 102.100 0.000 + 20 34.000 102.100 0.000 + 21 38.000 102.100 0.000 + 22 40.000 102.100 0.000 + 23 15.000 98.300 0.000 + 24 15.000 98.707 0.000 + 25 15.000 95.800 0.000 + 26 35.600 95.800 0.000 + 27 35.600 102.000 0.000 + 28 36.400 102.000 0.000 + 29 36.400 95.800 0.000 + 30 52.330 95.800 0.000 + 31 15.000 94.300 0.000 + 32 35.600 94.300 0.000 + 33 36.400 94.300 0.000 + 34 35.600 93.300 0.000 + 35 36.400 93.300 0.000 + 36 52.330 94.300 0.000 + 37 100.000 95.800 0.000 + 38 100.000 94.300 0.000 + 39 15.000 83.800 0.000 + 40 100.000 83.800 0.000 + 41 15.000 60.000 0.000 + 42 100.000 60.000 0.000 + 43 15.000 101.700 0.000 + 44 32.500 101.700 0.000 + 45 52.304 98.312 0.000 + 46 63.658 97.600 0.000 + 47 100.000 97.600 0.000 +[END OF POINTS] + +[CURVES] + 47 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 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 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 12 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 7 + 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 7 + 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 26 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 33 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 36 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 30 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 37 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 38 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 47 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 38 41 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 38 39 40 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 38 39 29 6 5 4 + 3 2 1 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 34 28 29 6 5 4 + 3 2 1 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 30 33 34 28 29 6 5 4 3 2 + 1 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 28 29 6 5 4 3 2 + 1 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 30 31 25 26 27 28 29 6 5 4 + 3 2 1 + 9 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 24 25 26 27 28 29 6 5 4 3 + 2 1 + 10 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 17 18 19 20 11 21 22 23 6 + 5 4 3 2 1 + 11 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 17 18 19 20 11 12 13 14 15 + 5 4 3 2 1 + 12 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 12 13 14 15 5 + 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 46 +[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] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) (1) + 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 83.3 + 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 + 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 + Sand + 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 + RS(L) above 90.3 + 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 + 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 + 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 + 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 + 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 + Good Earth (1) + 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 + Revetment + 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 + 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 +[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] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 39.642 57.517 15 X-direction + 102.124 116.138 15 Y-direction + 98.287 86.287 15 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] + 1 = number of items +Uniform Load (2) + 33.00 = magnitude + 33.00 39.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 14 number of points + 15.000 98.700 x y + 19.730 98.700 x y + 32.000 102.500 x y + 34.000 102.500 x y + 38.000 102.500 x y + 40.000 102.500 x y + 52.330 98.700 x y + 53.800 98.700 x y + 55.330 98.290 x y + 62.330 98.290 x y + 66.330 96.290 x y + 68.330 96.290 x y + 72.330 98.290 x y + 100.000 98.290 x y +[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 + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/runDamLive.bat =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/runDamLive.bat (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/runDamLive.bat (revision 1887) @@ -0,0 +1,2 @@ +..\bin\damlive -d PulauTekong.damx -i live.InputTimeSeries.xml -o live.OutputTimeSeries.xml -p live.ParametersFile.xml PAUSE +PAUSE \ No newline at end of file Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.err =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.err (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.err (revision 1887) @@ -0,0 +1,9 @@ +ERROR FILE OF D-GEO STABILITY: GEOMETRY ERRORS +FILE : D:\DamLive\workbin_12sep_Inward_vs2\csv files\Geometries\Section1_SingaporeCrossSection.err +DATE : 9/12/2018 +TIME : 5:48:24 PM +******************************************************************************** + +Boundary 12 intersects boundary 11 at x = 15.00 which is not allowed +******************************************************************************** +END OF GEOMETRY ERROR DATA Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section1_SingaporeCrossSection.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section1_SingaporeCrossSection.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section1_SingaporeCrossSection.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/10_10_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/10_10_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/10_10_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1803 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 8/28/2018 +TIME : 5:12:55 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\10_10_SingaporeCrossSection_Inward.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +Sand 10-10 (1) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Revetment 10-10 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC(L) 10-10 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamOvenDry=0.01 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=28.40 +SoilCuBottom=31.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +FC(L) 10-10 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamOvenDry=0.01 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=27.50 +SoilCuBottom=34.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +CB 10-10 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.00 +SoilGamOvenDry=0.01 +SoilGamWet=13.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +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 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC(M) 10-10 (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamOvenDry=0.01 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=12.23 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +FC(M) 10-10 (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamOvenDry=0.01 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=16.17 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Good Earth 10-10 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +RS(L) 10-10 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=54.40 +SoilCuBottom=126.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 55 - Number of geometry points - + 1 20.794 103.837 0.000 + 2 20.794 76.562 0.000 + 3 -80.000 96.930 0.000 + 4 -41.870 96.930 0.000 + 5 -15.265 96.930 0.000 + 6 -12.265 98.050 0.000 + 7 -8.265 98.050 0.000 + 8 13.790 105.400 0.000 + 9 15.794 105.400 0.000 + 10 28.794 105.400 0.000 + 11 30.800 105.400 0.000 + 12 52.133 98.300 0.000 + 13 58.133 98.300 0.000 + 14 60.230 97.600 0.000 + 15 64.133 96.300 0.000 + 16 66.133 96.300 0.000 + 17 70.000 97.600 0.000 + 18 72.133 98.300 0.000 + 19 120.000 98.300 0.000 + 20 -8.270 96.930 0.000 + 21 10.800 103.300 0.000 + 22 13.794 104.300 0.000 + 23 15.794 104.300 0.000 + 24 35.188 103.300 0.000 + 25 50.200 98.370 0.000 + 26 52.240 97.600 0.000 + 27 43.720 98.000 0.000 + 28 -21.924 86.960 0.000 + 29 -10.200 81.100 0.000 + 30 9.900 81.090 0.000 + 31 21.640 86.960 0.000 + 32 37.320 94.800 0.000 + 33 -80.000 86.960 0.000 + 34 -80.000 78.560 0.000 + 35 -10.200 78.560 0.000 + 36 120.000 97.600 0.000 + 37 120.000 94.800 0.000 + 38 120.000 86.960 0.000 + 39 120.000 78.560 0.000 + 40 -80.000 50.000 0.000 + 41 120.000 50.000 0.000 + 42 21.594 103.837 0.000 + 43 21.594 76.562 0.000 + 44 20.794 103.300 0.000 + 45 20.794 97.528 0.000 + 46 20.794 86.537 0.000 + 47 20.794 78.560 0.000 + 48 21.594 103.300 0.000 + 49 21.594 97.544 0.000 + 50 21.594 86.937 0.000 + 51 21.594 78.560 0.000 + 52 -80.000 103.340 0.000 + 53 20.900 103.340 0.000 + 54 21.000 97.590 0.000 + 55 120.000 97.590 0.000 +[END OF POINTS] + +[CURVES] + 65 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 2 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 9 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 14 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 44 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 48 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 24 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 45 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 49 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 27 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 25 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 28 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 46 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 27 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 28 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 29 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 36 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 51 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 39 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 42 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 43 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 +[END OF CURVES] + +[BOUNDARIES] + 21 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 55 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 54 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 51 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 50 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 49 + 5 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 20 21 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 36 37 29 + 30 17 18 19 20 21 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 57 33 28 + 29 30 17 18 19 20 21 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 53 59 58 57 33 28 29 30 + 17 18 19 20 21 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 42 58 57 33 28 29 30 + 17 18 19 20 21 + 10 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 35 57 33 28 29 30 + 17 18 19 20 21 + 11 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 32 33 28 29 30 + 17 18 19 20 21 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 13 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 48 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 14 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 46 39 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 15 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 6 38 39 40 41 3 2 1 61 56 + 33 28 29 30 17 18 19 20 21 + 16 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 34 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 17 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 31 1 61 56 33 28 + 29 30 17 18 19 20 21 + 18 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 27 28 + 29 30 17 18 19 20 21 + 19 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 13 14 + 15 16 17 18 19 20 21 + 20 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 17 18 19 20 21 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 21 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 21 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 21 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 63 64 65 +[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] + 20 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) 10-10 + 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 + FC(L) 10-10 + 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 + UMC(L) 10-10 + 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 + Sand 10-10 (1) + 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 10-10 (1) + 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 + Sand 10-10 (1) + 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 + Sand 10-10 (1) + 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 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + FC(L) 10-10 + 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 + 14 - Layer number, next line is material of layer + FC(M) 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(M) 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Good Earth 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Revetment 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[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 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 20 Number of layers + 20 100 + 19 100 100 + 18 100 100 100 + 17 100 100 100 100 + 16 100 100 100 100 100 + 15 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 34.224 56.625 15 X-direction + 106.668 117.619 15 Y-direction + 90.146 77.408 15 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 ] + 0 = number of items +[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] + 2.00 [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] + 20 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 20 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/locations.csv =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/locations.csv (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/locations.csv (revision 1887) @@ -0,0 +1,6 @@ +location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;PenetrationLength;polderlevel;head_pl2;head_pl3;head_pl4;grass_quality;direction;ophoogmateriaaldijk;ophoogmateriaalberm;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLIneOffsetBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;minimal_circle_depth;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;uplift_criterion_piping;uplift_criterion_stability;TrafficLoad;UseNewDikeTopWidth;NewDikeTopWidth;UseNewDikeSlopeInside;NewDikeSlopeInside;UseNewDikeSlopeOutside;NewDikeSlopeOutside;UseNewShoulderTopSlope;NewShoulderTopSlope;UseNewShoulderBaseSlope;NewShoulderBaseSlope;UseNewMaxHeightShoulderAsFraction;NewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;NewMinDistanceDikeToeStartDitch;UseNewDitchDefinition;NewWidthDitchBottom;NewDepthDitch;NewSlopeAngleDitch +SD CS1 3-3;SD CS1 3-3;SD CS1 3-3;0;0;0;0;97.2;101.83;101.83;101.83;1;1;Good Earth 3-3;Good Earth 3-3;0;0;ExpertKnowledgeRRD;1;0;0;0;0.3333;1;2;2;1.2;1;1;1.2;1.2;0;FALSE;3;FALSE;0.333;FALSE;0.333;FALSE;0.05;FALSE;0.333;FALSE;0.5;FALSE;5;FALSE;1;1;1 +SD CS2 8-8;SD CS2 8-8;SD CS2 8-8;0;0;110;0;97.2;101.83;101.83;101.83;1;1;Good Earth 8-8;Good Earth 8-8;0;0;ExpertKnowledgeRRD;1;0;0;0;0.3333;1;2;2;1.2;1;1;1.2;1.2;0;FALSE;3;FALSE;0.333;FALSE;0.333;FALSE;0.05;FALSE;0.333;FALSE;0.5;FALSE;5;FALSE;1;1;1 +SD CS3 10-10;SD CS3 10-10;SD CS3 10-10;0;0;80;0;97.2;101.83;101.83;101.83;1;1;Good Earth 10-10;Good Earth 10-10;0;0;ExpertKnowledgeRRD;1;0;0;0;0.3333;1;2;2;1.2;1;1;1.2;1.2;0;FALSE;3;FALSE;0.333;FALSE;0.333;FALSE;0.05;FALSE;0.333;FALSE;0.5;FALSE;5;FALSE;1;1;1 +CD CS1 X1;CD CS1 X1;CD CS1 X1;0;0;-15;0;97.6;100;100;100;1;1;Good Earth;Good Earth;0;0;ExpertKnowledgeRRD;0;0;0;0;0.3333;1;2;2;1.2;1;1;1.2;1.2;0;FALSE;3;FALSE;0.333;FALSE;0.333;FALSE;0.05;FALSE;0.333;FALSE;0.5;FALSE;5;FALSE;1;1;1 +CD CS2 X3;CD CS2 X3;CD CS2 X3;0;0;-10;0;90.8;100;100;100;1;1;Good Earth;Good Earth;0;0;ExpertKnowledgeRRD;0;0;0;0;0.3333;1;2;2;1.2;1;1;1.2;1.2;0;FALSE;3;FALSE;0.333;FALSE;0.333;FALSE;0.05;FALSE;0.333;FALSE;0.5;FALSE;5;FALSE;1;1;1 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1475 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/17/2018 +TIME : 2:36:22 PM +FILENAME : D:\DamLive\workbin_17sep_Inward\csv files\Geometries\Section1_SingaporeCrossSection.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] + 8 = number of items +[SOIL] +Sand +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=23.07 +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) (1) +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=20.64 +SoilCuTop=41.10 +SoilCuBottom=101.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 (1) +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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 (1) +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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 +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 +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=18.63 +SoilCuTop=24.70 +SoilCuBottom=24.70 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 83.3 +SoilColor=11316396 +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=18.63 +SoilCuTop=27.30 +SoilCuBottom=27.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 47 - Number of geometry points - + 1 100.000 98.290 0.000 + 2 72.330 98.290 0.000 + 3 68.330 96.290 0.000 + 4 66.330 96.290 0.000 + 5 62.330 98.290 0.000 + 6 55.330 98.290 0.000 + 7 52.330 98.290 0.000 + 8 15.000 98.300 0.000 + 9 16.000 98.700 0.000 + 10 19.730 98.700 0.000 + 11 32.000 102.500 0.000 + 12 34.000 102.500 0.000 + 13 38.000 102.500 0.000 + 14 40.000 102.500 0.000 + 15 52.330 98.700 0.000 + 16 53.800 98.700 0.000 + 17 16.000 98.300 0.000 + 18 19.700 98.290 0.000 + 19 32.000 102.100 0.000 + 20 34.000 102.100 0.000 + 21 38.000 102.100 0.000 + 22 40.000 102.100 0.000 + 23 15.000 98.300 0.000 + 24 15.000 98.707 0.000 + 25 15.000 95.800 0.000 + 26 35.600 95.800 0.000 + 27 35.600 102.000 0.000 + 28 36.400 102.000 0.000 + 29 36.400 95.800 0.000 + 30 52.330 95.800 0.000 + 31 15.000 94.300 0.000 + 32 35.600 94.300 0.000 + 33 36.400 94.300 0.000 + 34 35.600 93.300 0.000 + 35 36.400 93.300 0.000 + 36 52.330 94.300 0.000 + 37 100.000 95.800 0.000 + 38 100.000 94.300 0.000 + 39 15.000 83.800 0.000 + 40 100.000 83.800 0.000 + 41 15.000 60.000 0.000 + 42 100.000 60.000 0.000 + 43 15.000 101.700 0.000 + 44 32.500 101.700 0.000 + 45 52.304 98.312 0.000 + 46 63.658 97.600 0.000 + 47 100.000 97.600 0.000 +[END OF POINTS] + +[CURVES] + 47 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 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 6 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 12 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 7 + 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 7 + 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 26 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 29 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 33 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 36 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 30 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 37 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 38 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 +[END OF CURVES] + +[BOUNDARIES] + 13 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 47 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 42 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 38 41 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 38 39 40 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 38 39 29 6 5 4 + 3 2 1 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 30 35 36 37 34 28 29 6 5 4 + 3 2 1 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 30 33 34 28 29 6 5 4 3 2 + 1 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 30 31 32 28 29 6 5 4 3 2 + 1 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 30 31 25 26 27 28 29 6 5 4 + 3 2 1 + 9 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 24 25 26 27 28 29 6 5 4 3 + 2 1 + 10 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 17 18 19 20 11 21 22 23 6 + 5 4 3 2 1 + 11 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 17 18 19 20 11 12 13 14 15 + 5 4 3 2 1 + 12 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 7 8 9 10 11 12 13 14 15 5 + 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 13 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 13 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 13 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 43 44 45 46 +[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] + 12 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) (1) + 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 83.3 + 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 + 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 + Sand + 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 + RS(L) above 90.3 + 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 + 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 + 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 + 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 + 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 + Good Earth (1) + 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 + Revetment + 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 + 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 +[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] + 12 Number of layers + 12 100 + 11 100 100 + 10 100 100 100 + 9 100 100 100 100 + 8 100 100 100 100 100 + 7 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 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 + 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 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 39.642 57.517 15 X-direction + 102.124 116.138 15 Y-direction + 98.287 86.287 15 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] + 1 = number of items +Uniform Load (2) + 33.00 = magnitude + 33.00 39.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 14 number of points + 15.000 98.700 x y + 19.730 98.700 x y + 32.000 102.500 x y + 34.000 102.500 x y + 38.000 102.500 x y + 40.000 102.500 x y + 52.330 98.700 x y + 53.800 98.700 x y + 55.330 98.290 x y + 62.330 98.290 x y + 66.330 96.290 x y + 68.330 96.290 x y + 72.330 98.290 x y + 100.000 98.290 x y +[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 + 12 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/runDamLive.bat =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/runDamLive.bat (revision 0) +++ IssueRelatedData/MDDAM-1342/runDamLive.bat (revision 1887) @@ -0,0 +1 @@ +DamLive.exe -d d:\DAMLivefinalin\Damlive\PulauTekong.damx -i d:\DAMLivefinalin\Damlive\live.InputTimeSeries.xml -o d:\DAMLivefinalin\DAMlive\live.OutputTimeSeries.xml -p d:\DAMLivefinalin\DAMlive\live.ParametersFile.xml >echorundamLive.txt Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection_Outward.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection_Outward.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection_Outward.sti (revision 1887) @@ -0,0 +1,1915 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 3:37:56 PM +FILENAME : D:\DamLive_10sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection_Outward.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] + 10 = number of items +[SOIL] +Sand 3-3 (bu) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=23.30 +SoilDilatancy=23.30 +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 3-3 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 3-3 (bu) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=27.76 +SoilCuBottom=27.76 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 3-3 (bu) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=29.80 +SoilCuBottom=31.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 +SoilColor=9764853 +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] +UMC(M) 3-3 (bu) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=0.00 +SoilCuTop=2.80 +SoilCuBottom=10.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 3-3 (bu) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=0.00 +SoilCuTop=23.40 +SoilCuBottom=26.20 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 (bu) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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] +Residual Soil (L) 3-3 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=92.45 +SoilCuBottom=146.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +UMC(L) 3-3 (diep) (bu) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=36.14 +SoilCuBottom=37.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 62 - Number of geometry points - + 1 250.000 77.000 0.000 + 2 250.000 103.340 0.000 + 3 0.000 103.340 0.000 + 4 250.000 98.300 0.000 + 5 188.300 98.300 0.000 + 6 186.900 97.600 0.000 + 7 184.300 96.300 0.000 + 8 182.300 96.300 0.000 + 9 179.700 97.600 0.000 + 10 178.300 98.300 0.000 + 11 173.800 98.300 0.000 + 12 152.000 105.500 0.000 + 13 150.000 105.500 0.000 + 14 137.000 105.500 0.000 + 15 135.000 105.500 0.000 + 16 83.700 88.400 0.000 + 17 79.700 88.400 0.000 + 18 76.700 87.300 0.000 + 19 64.200 87.300 0.000 + 20 0.000 87.300 0.000 + 21 250.000 97.600 0.000 + 22 172.411 98.300 0.000 + 23 156.350 103.400 0.000 + 24 174.615 97.600 0.000 + 25 250.000 91.000 0.000 + 26 195.400 91.000 0.000 + 27 137.000 104.450 0.000 + 28 135.000 104.450 0.000 + 29 131.830 103.400 0.000 + 30 83.700 87.300 0.000 + 31 141.300 103.400 0.000 + 32 141.300 103.970 0.000 + 33 140.500 103.970 0.000 + 34 140.500 103.400 0.000 + 35 160.900 90.300 0.000 + 36 141.300 89.538 0.000 + 37 141.300 80.466 0.000 + 38 250.000 74.000 0.000 + 39 141.300 74.000 0.000 + 40 141.300 77.000 0.000 + 41 250.000 71.500 0.000 + 42 141.300 71.500 0.000 + 43 140.500 89.507 0.000 + 44 140.500 80.065 0.000 + 45 140.500 74.000 0.000 + 46 140.500 71.500 0.000 + 47 141.300 70.500 0.000 + 48 140.500 70.500 0.000 + 49 132.400 76.000 0.000 + 50 86.800 76.000 0.000 + 51 75.000 81.900 0.000 + 52 75.000 74.000 0.000 + 53 75.000 71.500 0.000 + 54 0.000 74.000 0.000 + 55 0.000 71.500 0.000 + 56 250.000 50.000 0.000 + 57 0.000 50.000 0.000 + 58 250.000 97.590 0.000 + 59 193.316 97.590 0.000 + 60 141.000 97.590 0.000 + 61 140.600 98.300 0.000 + 62 0.000 98.300 0.000 +[END OF POINTS] + +[CURVES] + 72 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 31 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 37 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 42 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 51 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 45 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 46 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 +[END OF CURVES] + +[BOUNDARIES] + 24 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 68 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 67 64 56 55 54 43 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 66 65 64 56 55 54 43 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 65 64 56 55 54 43 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 62 53 56 55 54 43 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 61 60 59 58 51 53 56 55 54 + 43 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 57 49 51 53 56 55 54 + 43 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 56 + 55 54 43 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 52 + 43 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 50 44 + 43 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 48 42 41 + 44 43 + 11 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 46 39 42 41 + 44 43 + 12 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 45 37 39 42 41 + 44 43 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 44 43 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 40 + 15 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 38 35 23 + 16 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 36 + 35 23 + 17 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 30 19 + 22 24 23 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 27 26 25 10 20 19 + 22 24 23 + 19 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 24 23 + 20 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 21 5 4 3 17 + 21 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 18 + 7 6 5 4 3 17 + 22 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 17 + 23 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 24 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 24 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 24 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 72 71 70 69 +[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] + 23 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil (L) 3-3 + 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 + FC(M) 3-3 (bu) + 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 + UMC(M) 3-3 (bu) + 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 + FC(L) 3-3 (bu) + 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 + UMC(L) 3-3 (diep) (bu) + 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 + Sand 3-3 (bu) + 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 + Sand 3-3 (bu) + 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 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + 14 - Layer number, next line is material of layer + FC(L) 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(L) 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Good Earth 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Good Earth 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 23 - Boundarynumber at top of layer + 22 - 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] + 23 Number of layers + 23 100 + 22 100 100 + 21 100 100 100 + 20 100 100 100 100 + 19 100 100 100 100 100 + 18 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 87.383 117.665 15 X-direction + 146.300 173.437 15 Y-direction + 77.568 67.568 10 Tangent lines + 120.900 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] + 1 = number of items +Load + 33.00 = magnitude + -29.10 -14.10 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 120.900 120.900 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 120.900 120.900 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 + 23 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 117.90 = Width top rest profile [m] + 120.90 = 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 + 120.90 = Required safety in zone 2b + 119.90 = 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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection_org.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection_org.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection_org.sti (revision 1887) @@ -0,0 +1,1421 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 4:21:17 PM +FILENAME : D:\DAMLiveSingapore\Werkdocumenten\Controle\Geometries\Section3_SingaporeCrossSection.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 +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=23.07 +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 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=15.00 +SoilPhi=19.40 +SoilDilatancy=0.00 +SoilCuTop=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +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] +SDF +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=35.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=35.00 +SoilCuBottom=35.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +DCM +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=32.50 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=32.50 +SoilCuBottom=32.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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) +SoilColor=9211020 +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=50.80 +SoilCuBottom=127.40 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 62 - Number of geometry points - + 1 -14.500 99.300 0.000 + 2 -20.000 99.500 0.000 + 3 100.000 90.790 0.000 + 4 72.200 90.790 0.000 + 5 -2.300 102.000 0.000 + 6 -6.300 102.000 0.000 + 7 -7.800 101.500 0.000 + 8 -10.000 102.000 0.000 + 9 -20.000 103.000 0.000 + 10 15.610 98.290 0.000 + 11 9.700 98.300 0.000 + 12 -0.300 101.600 0.000 + 13 -2.300 101.600 0.000 + 14 72.200 84.225 0.000 + 15 15.640 84.225 0.000 + 16 9.600 97.300 0.000 + 17 15.612 97.300 0.000 + 18 71.930 90.790 0.000 + 19 70.430 91.190 0.000 + 20 68.930 91.190 0.000 + 21 35.000 102.500 0.000 + 22 33.000 102.500 0.000 + 23 29.000 102.500 0.000 + 24 27.017 102.500 0.000 + 25 15.640 98.700 0.000 + 26 9.600 98.700 0.000 + 27 -0.300 102.000 0.000 + 28 68.930 90.790 0.000 + 29 36.200 101.700 0.000 + 30 35.000 102.100 0.000 + 31 33.000 102.100 0.000 + 32 29.000 102.100 0.000 + 33 27.000 102.100 0.000 + 34 25.802 101.700 0.000 + 35 33.000 101.700 0.000 + 36 29.000 101.700 0.000 + 37 66.000 90.765 0.000 + 38 63.180 90.770 0.000 + 39 63.180 91.695 0.000 + 40 60.380 91.700 0.000 + 41 60.380 92.625 0.000 + 42 57.580 92.620 0.000 + 43 57.580 93.550 0.000 + 44 54.780 93.560 0.000 + 45 54.780 94.480 0.000 + 46 52.000 94.500 0.000 + 47 52.000 95.420 0.000 + 48 49.200 95.420 0.000 + 49 49.200 96.332 0.000 + 50 49.200 96.370 0.000 + 51 49.092 96.368 0.000 + 52 46.400 96.370 0.000 + 53 46.400 97.300 0.000 + 54 43.291 97.300 0.000 + 55 43.291 98.290 0.000 + 56 18.780 98.290 0.000 + 57 100.000 60.000 0.000 + 58 -20.000 60.000 0.000 + 59 -20.000 101.700 0.000 + 60 25.909 101.700 0.000 + 61 63.848 90.790 0.000 + 62 100.000 90.790 0.000 +[END OF POINTS] + +[CURVES] + 67 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 4 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 7 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 4 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 18 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 23 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 29 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 36 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 28 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 55 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 36 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 56 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 64 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 17 16 13 12 11 2 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 14 13 + 12 11 2 + 3 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 62 63 + 59 58 57 56 55 54 53 52 51 50 + 49 48 47 46 45 44 43 42 41 29 + 18 2 + 4 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 62 61 + 39 60 59 58 57 56 55 54 53 52 + 51 50 49 48 47 46 45 44 43 42 + 41 29 18 2 + 5 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 62 61 + 39 38 30 29 18 2 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 37 40 + 39 38 30 29 18 2 + 7 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 37 36 + 35 34 23 33 32 31 30 29 18 2 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 37 36 + 35 34 23 22 21 20 19 18 2 + 9 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 28 27 26 25 24 23 + 22 21 20 19 18 2 + 10 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 28 27 26 25 24 23 + 22 21 20 19 18 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 65 66 67 +[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] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) + 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 + Good Earth + 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 + DCM + 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 + SDF + 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 + 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 + Sand + 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 + Good Earth + 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 + Revetment + 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 + Revetment + 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 + 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 +[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] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 37.491 56.916 10 X-direction + 101.154 119.940 10 Y-direction + 95.000 83.000 10 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] + 2 = number of items +Uniform Load (1) + 33.00 = magnitude + -5.80 -0.80 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +Uniform Load (2) + 33.00 = magnitude + 28.00 34.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 10 - 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 +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/Sensordata.xls =================================================================== diff -u Binary files differ Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection_Outward.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection_Outward.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection_Outward.sti (revision 1887) @@ -0,0 +1,2206 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 8/28/2018 +TIME : 2:57:28 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\8_8_SingaporeCrossSection_Outward.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] + 13 = number of items +[SOIL] +UMC (M) 8-8 +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.90 +SoilDilatancy=13.90 +SoilCuTop=2.80 +SoilCuBottom=14.70 +SoilCuGradient=14.70 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +UMC (L) 8-8 +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=11.90 +SoilCuBottom=16.80 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +LMC (M) 8-8 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.70 +SoilDilatancy=15.70 +SoilCuTop=19.32 +SoilCuBottom=19.32 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +LMC (L) 8-8 +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.30 +SoilGamWet=16.30 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.40 +SoilDilatancy=16.40 +SoilCuTop=27.20 +SoilCuBottom=39.10 +SoilCuGradient=0.86 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Residual Soil 8-8 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +SoilCuTop=57.90 +SoilCuBottom=107.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=79.08 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=1.00 +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] +Sand Key 8-8 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Sand AW 8-8 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Sand BW 8-8 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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 AW 8-8 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=17.64 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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 BW 8-8 +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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 8-8 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Cement Bentoniet 8-8 +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.00 +SoilGamWet=13.00 +SoilRestSlope=0 +SoilCohesion=30.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=2.83 +SoilCuBottom=9.31 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +LMC (L) (d) 8-8 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.30 +SoilGamWet=16.30 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=35.20 +SoilCuBottom=39.00 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] + 66 - Number of geometry points - + 1 180.000 97.589 0.000 + 2 180.000 77.102 0.000 + 3 180.000 100.800 0.000 + 4 180.000 75.100 0.000 + 5 180.000 84.000 0.000 + 6 103.970 96.800 0.000 + 7 105.970 96.800 0.000 + 8 108.070 97.500 0.000 + 9 111.970 98.800 0.000 + 10 180.000 98.800 0.000 + 11 98.177 98.170 0.000 + 12 100.638 97.588 0.000 + 13 101.010 97.500 0.000 + 14 75.750 103.400 0.000 + 15 86.997 99.695 0.000 + 16 93.847 98.396 0.000 + 17 57.180 103.400 0.000 + 18 57.180 103.900 0.000 + 19 57.980 103.900 0.000 + 20 57.980 103.400 0.000 + 21 57.180 93.800 0.000 + 22 10.375 73.290 0.000 + 23 50.350 73.290 0.000 + 24 57.180 76.724 0.000 + 25 -110.000 68.800 0.000 + 26 57.180 68.800 0.000 + 27 57.980 93.800 0.000 + 28 57.980 97.500 0.000 + 29 57.980 77.127 0.000 + 30 57.980 68.800 0.000 + 31 57.180 66.800 0.000 + 32 57.980 66.800 0.000 + 33 180.000 97.500 0.000 + 34 91.400 93.790 0.000 + 35 180.000 93.800 0.000 + 36 68.960 82.600 0.000 + 37 71.780 84.000 0.000 + 38 180.000 82.600 0.000 + 39 180.000 68.800 0.000 + 40 10.375 68.800 0.000 + 41 -110.000 93.800 0.000 + 42 -30.600 93.800 0.000 + 43 13.920 93.800 0.000 + 44 17.000 95.290 0.000 + 45 21.110 95.260 0.000 + 46 45.210 103.400 0.000 + 47 53.120 106.000 0.000 + 48 55.120 106.000 0.000 + 49 68.120 106.000 0.000 + 50 70.120 106.000 0.000 + 51 87.300 100.330 0.000 + 52 93.970 99.000 0.000 + 53 97.970 98.800 0.000 + 54 48.260 103.400 0.000 + 55 53.120 104.900 0.000 + 56 55.120 104.900 0.000 + 57 19.600 93.800 0.000 + 58 -8.220 82.600 0.000 + 59 -110.000 82.600 0.000 + 60 -110.000 50.000 0.000 + 61 180.000 50.000 0.000 + 62 -110.000 98.300 0.000 + 63 22.142 98.300 0.000 + 64 57.339 98.300 0.000 + 65 57.984 97.603 0.000 + 66 180.000 97.600 0.000 +[END OF POINTS] + +[CURVES] + 73 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 40 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 20 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 13 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 22 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 6 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 54 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 48 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 57 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 54 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 11 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 14 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 17 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 21 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 58 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 22 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 +[END OF CURVES] + +[BOUNDARIES] + 23 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 69 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 41 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 37 40 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 37 38 39 36 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 35 36 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 24 33 7 + 1 2 34 + 6 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 24 33 7 + 1 2 3 4 + 7 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 24 25 14 + 8 9 10 5 6 7 1 2 3 4 + 8 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 28 29 27 24 25 14 8 9 + 10 5 6 7 1 2 3 4 + 9 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 26 27 24 25 14 8 9 + 10 5 6 7 1 2 3 4 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 18 23 24 25 14 8 9 + 10 5 6 7 1 2 3 4 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 18 15 22 14 8 9 10 + 5 6 7 1 2 3 4 + 12 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 18 15 11 12 13 14 8 + 9 10 5 6 7 1 2 3 4 + 13 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 19 42 16 17 18 15 11 12 13 14 + 8 9 10 5 6 7 1 2 3 4 + 14 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 68 67 16 17 18 15 11 12 13 14 + 8 9 10 5 6 7 1 2 3 4 + 15 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 43 66 67 16 17 18 15 11 12 13 + 14 8 9 10 5 6 7 1 2 3 + 4 + 16 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 65 15 11 12 13 14 8 + 9 10 5 6 7 1 2 3 4 + 17 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 64 11 12 13 14 8 + 9 10 5 6 7 1 2 3 4 + 18 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 57 58 59 50 63 8 + 9 10 5 6 7 1 2 3 4 + 19 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 57 58 59 50 51 52 + 53 54 62 5 6 7 1 2 3 4 + 20 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 57 58 59 50 51 52 + 53 54 55 1 2 3 4 + 21 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 45 46 47 56 57 58 59 50 + 51 52 53 54 55 1 2 3 4 + 22 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 43 44 45 46 47 48 49 50 51 52 + 53 54 55 1 2 3 4 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 23 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 23 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 23 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 70 71 72 73 +[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] + 22 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil 8-8 + 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 + LMC (L) 8-8 + 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 + UMC (L) 8-8 + 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 + Sand Key 8-8 + 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 BW 8-8 + 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 + Sand AW 8-8 + 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 + Sand BW 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + LMC (L) 8-8 + 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 + 14 - Layer number, next line is material of layer + LMC (M) 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC (M) 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand Key 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand BW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Good Earth 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Revetment BW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - 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 + 4 : Cu measured + 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] + 10.25 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 22 Number of layers + 22 100 + 21 100 100 + 20 100 100 100 + 19 100 100 100 100 + 18 100 100 100 100 100 + 17 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + -15.777 47.484 20 X-direction + 114.679 166.670 20 Y-direction + 82.499 66.813 20 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 12 Number of points + 53.549 106.000 + 55.477 98.712 + 58.940 94.026 + 63.796 89.271 + 68.923 86.081 + 76.402 81.570 + 87.343 79.542 + 99.785 80.383 + 109.668 84.247 + 115.780 87.914 + 120.465 93.415 + 123.521 98.290 +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 12 Number of points + 72.106 105.338 + 72.667 103.862 + 73.863 102.733 + 75.238 101.154 + 77.571 98.869 + 80.202 97.104 + 85.034 95.398 + 89.508 95.252 + 95.146 95.174 + 99.707 95.360 + 104.118 96.233 + 106.417 98.290 +[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] + 1 = number of items +60kpa + 33.00 = magnitude + 54.12 68.12 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 22 - 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 + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1923 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 11:27:03 AM +FILENAME : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.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] + 10 = number of items +[SOIL] +Sand 3-3 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=23.30 +SoilDilatancy=23.30 +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 3-3 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 3-3 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=27.76 +SoilCuBottom=27.76 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 3-3 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=29.80 +SoilCuBottom=31.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 +SoilColor=9764853 +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] +UMC(M) 3-3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=0.00 +SoilCuTop=2.80 +SoilCuBottom=10.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 3-3 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=0.00 +SoilCuTop=23.40 +SoilCuBottom=26.20 +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 3-3 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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] +Residual Soil (L) 3-3 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=92.45 +SoilCuBottom=146.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +UMC(L) 3-3 (diep) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=36.14 +SoilCuBottom=37.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 64 - Number of geometry points - + 1 250.000 77.000 0.000 + 2 250.000 103.340 0.000 + 3 0.000 103.340 0.000 + 4 250.000 98.300 0.000 + 5 188.300 98.300 0.000 + 6 186.900 97.600 0.000 + 7 184.300 96.300 0.000 + 8 182.300 96.300 0.000 + 9 179.700 97.600 0.000 + 10 178.300 98.300 0.000 + 11 173.800 98.300 0.000 + 12 152.000 105.500 0.000 + 13 150.000 105.500 0.000 + 14 137.000 105.500 0.000 + 15 135.000 105.500 0.000 + 16 83.700 88.400 0.000 + 17 79.700 88.400 0.000 + 18 76.700 87.300 0.000 + 19 64.200 87.300 0.000 + 20 0.000 87.300 0.000 + 21 250.000 97.600 0.000 + 22 172.411 98.300 0.000 + 23 156.350 103.400 0.000 + 24 174.615 97.600 0.000 + 25 250.000 91.000 0.000 + 26 195.400 91.000 0.000 + 27 137.000 104.450 0.000 + 28 135.000 104.450 0.000 + 29 131.830 103.400 0.000 + 30 83.700 87.300 0.000 + 31 141.300 103.400 0.000 + 32 141.300 103.970 0.000 + 33 140.500 103.970 0.000 + 34 140.500 103.400 0.000 + 35 160.900 90.300 0.000 + 36 141.300 89.538 0.000 + 37 141.300 80.466 0.000 + 38 250.000 74.000 0.000 + 39 141.300 74.000 0.000 + 40 141.300 77.000 0.000 + 41 250.000 71.500 0.000 + 42 141.300 71.500 0.000 + 43 140.500 89.507 0.000 + 44 140.500 80.065 0.000 + 45 140.500 74.000 0.000 + 46 140.500 71.500 0.000 + 47 141.300 70.500 0.000 + 48 140.500 70.500 0.000 + 49 132.400 76.000 0.000 + 50 86.800 76.000 0.000 + 51 75.000 81.900 0.000 + 52 75.000 74.000 0.000 + 53 75.000 71.500 0.000 + 54 0.000 74.000 0.000 + 55 0.000 71.500 0.000 + 56 250.000 50.000 0.000 + 57 0.000 50.000 0.000 + 58 250.000 97.590 0.000 + 59 193.316 97.590 0.000 + 60 141.000 97.590 0.000 + 61 140.600 103.340 0.000 + 62 0.000 103.340 0.000 + 63 0.000 103.340 0.000 + 64 250.000 103.340 0.000 +[END OF POINTS] + +[CURVES] + 73 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 31 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 37 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 42 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 51 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 45 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 46 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 +[END OF CURVES] + +[BOUNDARIES] + 24 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 68 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 67 64 56 55 54 43 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 66 65 64 56 55 54 43 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 65 64 56 55 54 43 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 62 53 56 55 54 43 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 61 60 59 58 51 53 56 55 54 + 43 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 57 49 51 53 56 55 54 + 43 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 56 + 55 54 43 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 52 + 43 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 50 44 + 43 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 48 42 41 + 44 43 + 11 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 46 39 42 41 + 44 43 + 12 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 45 37 39 42 41 + 44 43 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 44 43 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 40 + 15 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 38 35 23 + 16 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 36 + 35 23 + 17 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 30 19 + 22 24 23 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 27 26 25 10 20 19 + 22 24 23 + 19 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 24 23 + 20 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 21 5 4 3 17 + 21 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 18 + 7 6 5 4 3 17 + 22 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 17 + 23 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 24 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 24 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 24 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 69 70 71 72 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 73 +[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] + 23 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil (L) 3-3 + 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 + FC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - 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 + UMC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + UMC(L) 3-3 (diep) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Sand 3-3 + 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 + Sand 3-3 + 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 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + 14 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 23 - Boundarynumber at top of layer + 22 - 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] + 23 Number of layers + 23 100 + 22 100 100 + 21 100 100 100 + 20 100 100 100 100 + 19 100 100 100 100 100 + 18 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 157.585 179.055 10 X-direction + 105.549 121.371 10 Y-direction + 95.000 80.000 10 Tangent lines + 120.900 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] + 1 = number of items +Uniform Load (1) + 33.00 = magnitude + 135.00 150.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 120.900 120.900 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 120.900 120.900 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 + 23 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 117.90 = Width top rest profile [m] + 120.90 = 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 + 120.90 = Required safety in zone 2b + 119.90 = 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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.std =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.std (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.std (revision 1887) @@ -0,0 +1,4148 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 11:42:10 AM +FILENAME : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +Sand 3-3 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=23.30 +SoilDilatancy=23.30 +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 3-3 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 3-3 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=27.76 +SoilCuBottom=27.76 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 3-3 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=29.80 +SoilCuBottom=31.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 +SoilColor=9764853 +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] +UMC(M) 3-3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=0.00 +SoilCuTop=2.80 +SoilCuBottom=10.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 3-3 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=0.00 +SoilCuTop=23.40 +SoilCuBottom=26.20 +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 3-3 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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] +Residual Soil (L) 3-3 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=92.45 +SoilCuBottom=146.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +UMC(L) 3-3 (diep) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=36.14 +SoilCuBottom=37.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 64 - Number of geometry points - + 1 250.000 77.000 0.000 + 2 250.000 103.340 0.000 + 3 0.000 103.340 0.000 + 4 250.000 98.300 0.000 + 5 188.300 98.300 0.000 + 6 186.900 97.600 0.000 + 7 184.300 96.300 0.000 + 8 182.300 96.300 0.000 + 9 179.700 97.600 0.000 + 10 178.300 98.300 0.000 + 11 173.800 98.300 0.000 + 12 152.000 105.500 0.000 + 13 150.000 105.500 0.000 + 14 137.000 105.500 0.000 + 15 135.000 105.500 0.000 + 16 83.700 88.400 0.000 + 17 79.700 88.400 0.000 + 18 76.700 87.300 0.000 + 19 64.200 87.300 0.000 + 20 0.000 87.300 0.000 + 21 250.000 97.600 0.000 + 22 172.411 98.300 0.000 + 23 156.350 103.400 0.000 + 24 174.615 97.600 0.000 + 25 250.000 91.000 0.000 + 26 195.400 91.000 0.000 + 27 137.000 104.450 0.000 + 28 135.000 104.450 0.000 + 29 131.830 103.400 0.000 + 30 83.700 87.300 0.000 + 31 141.300 103.400 0.000 + 32 141.300 103.970 0.000 + 33 140.500 103.970 0.000 + 34 140.500 103.400 0.000 + 35 160.900 90.300 0.000 + 36 141.300 89.538 0.000 + 37 141.300 80.466 0.000 + 38 250.000 74.000 0.000 + 39 141.300 74.000 0.000 + 40 141.300 77.000 0.000 + 41 250.000 71.500 0.000 + 42 141.300 71.500 0.000 + 43 140.500 89.507 0.000 + 44 140.500 80.065 0.000 + 45 140.500 74.000 0.000 + 46 140.500 71.500 0.000 + 47 141.300 70.500 0.000 + 48 140.500 70.500 0.000 + 49 132.400 76.000 0.000 + 50 86.800 76.000 0.000 + 51 75.000 81.900 0.000 + 52 75.000 74.000 0.000 + 53 75.000 71.500 0.000 + 54 0.000 74.000 0.000 + 55 0.000 71.500 0.000 + 56 250.000 50.000 0.000 + 57 0.000 50.000 0.000 + 58 250.000 97.590 0.000 + 59 193.316 97.590 0.000 + 60 141.000 97.590 0.000 + 61 140.600 103.340 0.000 + 62 0.000 103.340 0.000 + 63 0.000 103.340 0.000 + 64 250.000 103.340 0.000 +[END OF POINTS] + 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pointnumbers + 15 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 31 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 37 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 42 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 51 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 45 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 46 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 +[END OF CURVES] + +[BOUNDARIES] + 24 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 68 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 67 64 56 55 54 43 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 66 65 64 56 55 54 43 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 65 64 56 55 54 43 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 62 53 56 55 54 43 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 61 60 59 58 51 53 56 55 54 + 43 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 57 49 51 53 56 55 54 + 43 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 56 + 55 54 43 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 52 + 43 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 50 44 + 43 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 48 42 41 + 44 43 + 11 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 46 39 42 41 + 44 43 + 12 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 45 37 39 42 41 + 44 43 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 44 43 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 40 + 15 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 38 35 23 + 16 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 36 + 35 23 + 17 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 30 19 + 22 24 23 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 27 26 25 10 20 19 + 22 24 23 + 19 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 24 23 + 20 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 21 5 4 3 17 + 21 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 18 + 7 6 5 4 3 17 + 22 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 17 + 23 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 24 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 24 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 24 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 69 70 71 72 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 73 +[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] + 23 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil (L) 3-3 + 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 + FC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - 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 + UMC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + UMC(L) 3-3 (diep) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Sand 3-3 + 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 + Sand 3-3 + 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 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + 14 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 23 - Boundarynumber at top of layer + 22 - 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] + 23 Number of layers + 23 100 + 22 100 100 + 21 100 100 100 + 20 100 100 100 100 + 19 100 100 100 100 100 + 18 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 157.585 179.055 10 X-direction + 105.549 121.371 10 Y-direction + 95.000 80.000 10 Tangent lines + 120.900 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] + 1 = number of items +Uniform Load (1) + 33.00 = magnitude + 135.00 150.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 120.900 120.900 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 120.900 120.900 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 + 23 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 117.90 = Width top rest profile [m] + 120.90 = 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 + 120.90 = Required safety in zone 2b + 119.90 = 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 Data] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 157.59 105.55 25.55 1.34 + 157.59 105.55 23.88 1.46 + 157.59 105.55 22.22 1.61 + 157.59 105.55 20.55 1.77 + 157.59 105.55 18.88 2.02 + 157.59 105.55 17.22 2.44 + 157.59 105.55 15.55 2.79 + 157.59 105.55 13.88 2.78 + 157.59 105.55 12.22 2.77 + 157.59 105.55 10.55 2.79 + 157.59 107.31 27.31 1.30 + 157.59 107.31 25.64 1.42 + 157.59 107.31 23.97 1.55 + 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0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:06 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1362 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/12/2018 +TIME : 9:51:33 AM +FILENAME : D:\DamLive\workbin_12sep\csv files\Geometries\Section3_SingaporeCrossSection.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 +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=23.07 +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 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=15.00 +SoilPhi=19.40 +SoilDilatancy=0.00 +SoilCuTop=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +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] +SDF +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=35.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=35.00 +SoilCuBottom=35.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +DCM +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=32.50 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=32.50 +SoilCuBottom=32.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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) +SoilColor=9211020 +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=50.80 +SoilCuBottom=127.40 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 53 - Number of geometry points - + 1 10.000 97.293 0.000 + 2 10.000 97.292 0.000 + 3 10.000 98.291 0.000 + 4 10.000 98.700 0.000 + 5 15.640 98.692 0.000 + 6 27.017 102.492 0.000 + 7 29.000 102.492 0.000 + 8 33.000 102.492 0.000 + 9 35.000 102.492 0.000 + 10 68.930 91.182 0.000 + 11 70.430 91.182 0.000 + 12 71.930 90.782 0.000 + 13 72.200 90.782 0.000 + 14 100.000 90.782 0.000 + 15 15.610 98.290 0.000 + 16 25.802 101.700 0.000 + 17 27.000 102.100 0.000 + 18 29.000 102.100 0.000 + 19 33.000 102.100 0.000 + 20 35.000 102.100 0.000 + 21 36.200 101.700 0.000 + 22 68.930 90.790 0.000 + 23 29.000 101.700 0.000 + 24 33.000 101.700 0.000 + 25 18.780 98.290 0.000 + 26 43.291 98.290 0.000 + 27 43.291 97.300 0.000 + 28 46.400 97.300 0.000 + 29 46.400 96.370 0.000 + 30 49.092 96.368 0.000 + 31 49.200 96.370 0.000 + 32 49.200 96.332 0.000 + 33 49.200 95.420 0.000 + 34 52.000 95.420 0.000 + 35 52.000 94.500 0.000 + 36 54.780 94.480 0.000 + 37 54.780 93.560 0.000 + 38 57.580 93.550 0.000 + 39 57.580 92.620 0.000 + 40 60.380 92.625 0.000 + 41 60.380 91.700 0.000 + 42 63.180 91.695 0.000 + 43 63.180 90.770 0.000 + 44 66.000 90.765 0.000 + 45 15.612 97.300 0.000 + 46 15.640 84.225 0.000 + 47 72.200 84.225 0.000 + 48 10.000 60.000 0.000 + 49 100.000 60.000 0.000 + 50 10.000 101.700 0.000 + 51 25.909 101.700 0.000 + 52 63.848 90.790 0.000 + 53 100.000 90.790 0.000 +[END OF POINTS] + +[CURVES] + 58 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 7 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 12 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 21 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 22 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 13 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 45 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 55 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 54 51 52 53 13 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 50 51 52 53 13 + 3 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 27 49 30 31 32 33 34 + 35 36 37 38 39 40 41 42 43 44 + 45 46 47 48 23 12 13 + 4 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 27 28 25 29 30 31 32 + 33 34 35 36 37 38 39 40 41 42 + 43 44 45 46 47 48 23 12 13 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 27 28 25 26 22 23 12 + 13 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 15 24 25 26 22 23 12 + 13 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 15 16 17 18 7 19 20 + 21 22 23 12 13 + 8 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 15 16 17 18 7 8 9 + 10 11 12 13 + 9 - 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] + 10 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 10 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 10 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 56 57 58 +[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] + 9 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) + 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 + Good Earth + 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 + DCM + 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 + SDF + 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 + 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 + Sand + 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 + Good Earth + 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 + Revetment + 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 + Revetment + 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 +[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] + 9 Number of layers + 9 100 + 8 100 100 + 7 100 100 100 + 6 100 100 100 100 + 5 100 100 100 100 100 + 4 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 37.491 56.916 10 X-direction + 101.154 119.940 10 Y-direction + 95.000 83.000 10 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] + 1 = number of items +Uniform Load (2) + 33.00 = magnitude + 28.00 34.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 9 - 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 +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,2295 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 8/28/2018 +TIME : 5:12:55 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\8_8_SingaporeCrossSection_Inward.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 13 = number of items +[SOIL] +UMC (M) 8-8 (1) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamOvenDry=0.01 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=13.90 +SoilDilatancy=13.90 +SoilCuTop=6.07 +SoilCuBottom=9.31 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC (L) 8-8 +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamOvenDry=0.01 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=11.90 +SoilCuBottom=16.80 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +LMC (M) 8-8 (1) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.70 +SoilDilatancy=15.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +LMC (L) 8-8 (1) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.30 +SoilGamOvenDry=0.01 +SoilGamWet=16.30 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=16.40 +SoilDilatancy=16.40 +SoilCuTop=27.22 +SoilCuBottom=39.09 +SoilCuGradient=0.86 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Residual Soil 8-8 (1) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +SoilCuTop=99.30 +SoilCuBottom=147.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=79.08 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=1.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Sand Key 8-8 (1) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=23.07 +SoilDilatancy=23.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Sand AW 8-8 (1) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamOvenDry=0.01 +SoilGamWet=17.64 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=23.07 +SoilDilatancy=23.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Sand BW 8-8 (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=23.07 +SoilDilatancy=23.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Revetment AW 8-8 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamOvenDry=0.01 +SoilGamWet=17.64 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Revetment BW 8-8 +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Good Earth 8-8 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Cement Bentoniet 8-8 (1) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.00 +SoilGamOvenDry=0.01 +SoilGamWet=13.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=30.00 +SoilPhi=1.00 +SoilDilatancy=1.00 +SoilCuTop=2.83 +SoilCuBottom=9.31 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC (L) (d) 8-8 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamOvenDry=0.01 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=16.22 +SoilCuBottom=16.80 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 67 - Number of geometry points - + 1 180.000 97.589 0.000 + 2 180.000 77.102 0.000 + 3 180.000 100.800 0.000 + 4 180.000 75.100 0.000 + 5 180.000 84.000 0.000 + 6 -110.000 93.800 0.000 + 7 -30.600 93.800 0.000 + 8 13.920 93.800 0.000 + 9 17.000 95.290 0.000 + 10 21.110 95.260 0.000 + 11 45.210 103.400 0.000 + 12 53.120 106.000 0.000 + 13 55.120 106.000 0.000 + 14 68.120 106.000 0.000 + 15 70.120 106.000 0.000 + 16 87.300 100.330 0.000 + 17 93.970 99.000 0.000 + 18 97.970 98.800 0.000 + 19 103.970 96.800 0.000 + 20 105.970 96.800 0.000 + 21 108.070 97.500 0.000 + 22 111.970 98.800 0.000 + 23 180.000 98.800 0.000 + 24 48.260 103.400 0.000 + 25 53.120 104.900 0.000 + 26 55.120 104.900 0.000 + 27 19.600 93.800 0.000 + 28 98.177 98.170 0.000 + 29 100.638 97.588 0.000 + 30 101.010 97.500 0.000 + 31 75.750 103.400 0.000 + 32 86.997 99.695 0.000 + 33 93.847 98.396 0.000 + 34 57.180 103.400 0.000 + 35 57.180 103.900 0.000 + 36 57.980 103.900 0.000 + 37 57.980 103.400 0.000 + 38 57.180 93.800 0.000 + 39 -8.220 82.600 0.000 + 40 10.400 73.290 0.000 + 41 50.350 73.290 0.000 + 42 57.180 76.724 0.000 + 43 -110.000 82.600 0.000 + 44 -110.000 68.800 0.000 + 45 57.180 68.800 0.000 + 46 57.980 93.800 0.000 + 47 57.980 97.500 0.000 + 48 57.980 77.127 0.000 + 49 57.980 68.800 0.000 + 50 57.180 66.800 0.000 + 51 57.980 66.800 0.000 + 52 180.000 97.500 0.000 + 53 91.400 93.790 0.000 + 54 180.000 93.800 0.000 + 55 68.960 82.600 0.000 + 56 71.780 84.000 0.000 + 57 180.000 82.600 0.000 + 58 180.000 68.800 0.000 + 59 -110.000 50.000 0.000 + 60 180.000 50.000 0.000 + 61 -110.000 101.830 0.000 + 62 57.228 101.830 0.000 + 63 57.984 97.603 0.000 + 64 180.000 97.600 0.000 + 65 -110.000 101.820 0.000 + 66 57.745 101.830 0.000 + 67 180.000 101.830 0.000 +[END OF POINTS] + +[CURVES] + 72 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 24 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 13 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 19 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 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 31 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 34 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 38 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 39 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 42 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 37 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 46 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 46 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 49 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 49 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 30 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 52 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 53 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 55 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 53 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 57 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 58 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 +[END OF CURVES] + +[BOUNDARIES] + 22 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 67 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 66 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 62 65 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 62 63 64 61 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 60 61 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 49 58 27 14 + 15 59 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 49 58 27 14 + 15 16 17 + 7 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 49 50 36 29 + 30 31 25 26 27 14 15 16 17 + 8 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 45 53 54 52 49 50 36 29 30 31 + 25 26 27 14 15 16 17 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 45 46 51 52 49 50 36 29 30 31 + 25 26 27 14 15 16 17 + 10 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 45 46 43 48 49 50 36 29 30 31 + 25 26 27 14 15 16 17 + 11 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 45 46 43 38 47 36 29 30 31 25 + 26 27 14 15 16 17 + 12 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 45 46 43 38 33 34 35 36 29 30 + 31 25 26 27 14 15 16 17 + 13 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 44 40 41 42 43 38 33 34 35 36 + 29 30 31 25 26 27 14 15 16 17 + 14 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 39 40 41 42 43 38 33 34 35 + 36 29 30 31 25 26 27 14 15 16 + 17 + 15 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 37 38 33 34 35 36 29 + 30 31 25 26 27 14 15 16 17 + 16 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 32 33 34 35 36 29 + 30 31 25 26 27 14 15 16 17 + 17 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 19 20 21 8 28 29 + 30 31 25 26 27 14 15 16 17 + 18 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 19 20 21 8 9 10 + 11 12 24 25 26 27 14 15 16 17 + 19 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 19 20 21 8 9 10 + 11 12 13 14 15 16 17 + 20 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 18 19 20 21 8 + 9 10 11 12 13 14 15 16 17 + 21 - Boundary number + 17 - 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 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 22 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 22 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 22 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 68 69 70 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 71 72 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 21 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil 8-8 (1) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + LMC (L) 8-8 (1) + 99 - Piezometric level line at top of layer + 99 - 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 + UMC (L) 8-8 + 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 + Sand Key 8-8 (1) + 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 BW 8-8 (1) + 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 + Sand AW 8-8 (1) + 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 + Sand AW 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + LMC (M) 8-8 (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + UMC (M) 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + Sand Key 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand BW 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand AW 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Good Earth 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Revetment BW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 4 : Cu measured + 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 +[UNIT WEIGHT WATER] + 10.25 : Unit weight water +[DEGREE OF CONSOLIDATION] + 21 Number of layers + 21 100 + 20 100 100 + 19 100 100 100 + 18 100 100 100 100 + 17 100 100 100 100 100 + 16 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 78.117 98.637 12 X-direction + 104.676 121.429 12 Y-direction + 85.000 80.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 12 Number of points + 53.549 106.000 + 55.477 98.712 + 58.940 94.026 + 63.796 89.271 + 68.923 86.081 + 76.402 81.570 + 87.343 79.542 + 99.785 80.383 + 109.668 84.247 + 115.780 87.914 + 120.465 93.415 + 123.521 98.290 +[SPENCER SLIP DATA 2] + 12 Number of points + 72.106 105.338 + 72.667 103.862 + 73.863 102.733 + 75.238 101.154 + 77.571 98.869 + 80.202 97.104 + 85.034 95.398 + 89.508 95.252 + 95.146 95.174 + 99.707 95.360 + 104.118 96.233 + 106.417 98.290 +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[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] + 21 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 21 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/8_8_SingaporeCrossSection_Outward.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/8_8_SingaporeCrossSection_Outward.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/8_8_SingaporeCrossSection_Outward.sti (revision 1887) @@ -0,0 +1,2206 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 8/28/2018 +TIME : 2:57:28 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\8_8_SingaporeCrossSection_Outward.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] + 13 = number of items +[SOIL] +UMC (M) 8-8 +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.90 +SoilDilatancy=13.90 +SoilCuTop=2.80 +SoilCuBottom=14.70 +SoilCuGradient=14.70 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +UMC (L) 8-8 +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=11.90 +SoilCuBottom=16.80 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +LMC (M) 8-8 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.70 +SoilDilatancy=15.70 +SoilCuTop=19.32 +SoilCuBottom=19.32 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +LMC (L) 8-8 +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.30 +SoilGamWet=16.30 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.40 +SoilDilatancy=16.40 +SoilCuTop=27.20 +SoilCuBottom=39.10 +SoilCuGradient=0.86 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Residual Soil 8-8 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +SoilCuTop=57.90 +SoilCuBottom=107.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=79.08 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=1.00 +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] +Sand Key 8-8 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Sand AW 8-8 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Sand BW 8-8 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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 AW 8-8 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=17.64 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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 BW 8-8 +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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 8-8 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +Cement Bentoniet 8-8 +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.00 +SoilGamWet=13.00 +SoilRestSlope=0 +SoilCohesion=30.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=2.83 +SoilCuBottom=9.31 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] +LMC (L) (d) 8-8 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.30 +SoilGamWet=16.30 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=35.20 +SoilCuBottom=39.00 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 +SoilPc=0.00E+00 +SoilPOP=10.00 +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] + 66 - Number of geometry points - + 1 180.000 97.589 0.000 + 2 180.000 77.102 0.000 + 3 180.000 100.800 0.000 + 4 180.000 75.100 0.000 + 5 180.000 84.000 0.000 + 6 103.970 96.800 0.000 + 7 105.970 96.800 0.000 + 8 108.070 97.500 0.000 + 9 111.970 98.800 0.000 + 10 180.000 98.800 0.000 + 11 98.177 98.170 0.000 + 12 100.638 97.588 0.000 + 13 101.010 97.500 0.000 + 14 75.750 103.400 0.000 + 15 86.997 99.695 0.000 + 16 93.847 98.396 0.000 + 17 57.180 103.400 0.000 + 18 57.180 103.900 0.000 + 19 57.980 103.900 0.000 + 20 57.980 103.400 0.000 + 21 57.180 93.800 0.000 + 22 10.375 73.290 0.000 + 23 50.350 73.290 0.000 + 24 57.180 76.724 0.000 + 25 -110.000 68.800 0.000 + 26 57.180 68.800 0.000 + 27 57.980 93.800 0.000 + 28 57.980 97.500 0.000 + 29 57.980 77.127 0.000 + 30 57.980 68.800 0.000 + 31 57.180 66.800 0.000 + 32 57.980 66.800 0.000 + 33 180.000 97.500 0.000 + 34 91.400 93.790 0.000 + 35 180.000 93.800 0.000 + 36 68.960 82.600 0.000 + 37 71.780 84.000 0.000 + 38 180.000 82.600 0.000 + 39 180.000 68.800 0.000 + 40 10.375 68.800 0.000 + 41 -110.000 93.800 0.000 + 42 -30.600 93.800 0.000 + 43 13.920 93.800 0.000 + 44 17.000 95.290 0.000 + 45 21.110 95.260 0.000 + 46 45.210 103.400 0.000 + 47 53.120 106.000 0.000 + 48 55.120 106.000 0.000 + 49 68.120 106.000 0.000 + 50 70.120 106.000 0.000 + 51 87.300 100.330 0.000 + 52 93.970 99.000 0.000 + 53 97.970 98.800 0.000 + 54 48.260 103.400 0.000 + 55 53.120 104.900 0.000 + 56 55.120 104.900 0.000 + 57 19.600 93.800 0.000 + 58 -8.220 82.600 0.000 + 59 -110.000 82.600 0.000 + 60 -110.000 50.000 0.000 + 61 180.000 50.000 0.000 + 62 -110.000 98.300 0.000 + 63 22.142 98.300 0.000 + 64 57.339 98.300 0.000 + 65 57.984 97.603 0.000 + 66 180.000 97.600 0.000 +[END OF POINTS] + +[CURVES] + 73 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 6 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 17 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 21 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 40 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 27 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 20 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 27 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 30 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 31 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 13 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 33 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 34 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 34 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 22 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 50 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 6 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 54 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 48 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 57 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 54 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 11 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 14 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 17 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 21 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 58 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 22 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 64 65 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 +[END OF CURVES] + +[BOUNDARIES] + 23 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 69 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 41 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 37 40 + 3 - Boundary number + 10 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 37 38 39 36 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 35 36 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 24 33 7 + 1 2 34 + 6 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 24 33 7 + 1 2 3 4 + 7 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 19 20 30 31 32 29 27 24 25 14 + 8 9 10 5 6 7 1 2 3 4 + 8 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 28 29 27 24 25 14 8 9 + 10 5 6 7 1 2 3 4 + 9 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 26 27 24 25 14 8 9 + 10 5 6 7 1 2 3 4 + 10 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 18 23 24 25 14 8 9 + 10 5 6 7 1 2 3 4 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 18 15 22 14 8 9 10 + 5 6 7 1 2 3 4 + 12 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 19 20 21 18 15 11 12 13 14 8 + 9 10 5 6 7 1 2 3 4 + 13 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 19 42 16 17 18 15 11 12 13 14 + 8 9 10 5 6 7 1 2 3 4 + 14 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 68 67 16 17 18 15 11 12 13 14 + 8 9 10 5 6 7 1 2 3 4 + 15 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 43 66 67 16 17 18 15 11 12 13 + 14 8 9 10 5 6 7 1 2 3 + 4 + 16 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 65 15 11 12 13 14 8 + 9 10 5 6 7 1 2 3 4 + 17 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 64 11 12 13 14 8 + 9 10 5 6 7 1 2 3 4 + 18 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 57 58 59 50 63 8 + 9 10 5 6 7 1 2 3 4 + 19 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 57 58 59 50 51 52 + 53 54 62 5 6 7 1 2 3 4 + 20 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 43 44 60 61 57 58 59 50 51 52 + 53 54 55 1 2 3 4 + 21 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 43 44 45 46 47 56 57 58 59 50 + 51 52 53 54 55 1 2 3 4 + 22 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 43 44 45 46 47 48 49 50 51 52 + 53 54 55 1 2 3 4 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 23 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 23 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 23 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 70 71 72 73 +[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] + 22 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil 8-8 + 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 + LMC (L) 8-8 + 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 + UMC (L) 8-8 + 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 + Sand Key 8-8 + 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 BW 8-8 + 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 + Sand AW 8-8 + 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 + Sand BW 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + Cement Bentoniet 8-8 + 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 + LMC (L) 8-8 + 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 + 14 - Layer number, next line is material of layer + LMC (M) 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC (M) 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand Key 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand BW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Good Earth 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Revetment BW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - 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 + 4 : Cu measured + 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] + 10.25 : Unit weight water +[END OF UNIT WEIGHT WATER] +[DEGREE OF CONSOLIDATION] + 22 Number of layers + 22 100 + 21 100 100 + 20 100 100 100 + 19 100 100 100 100 + 18 100 100 100 100 100 + 17 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + -15.777 47.484 20 X-direction + 114.679 166.670 20 Y-direction + 82.499 66.813 20 Tangent lines + 0.000 0.000 0 no fixed point used +[END OF CIRCLES] +[SPENCER SLIP DATA] + 12 Number of points + 53.549 106.000 + 55.477 98.712 + 58.940 94.026 + 63.796 89.271 + 68.923 86.081 + 76.402 81.570 + 87.343 79.542 + 99.785 80.383 + 109.668 84.247 + 115.780 87.914 + 120.465 93.415 + 123.521 98.290 +[END OF SPENCER SLIP DATA] +[SPENCER SLIP DATA 2] + 12 Number of points + 72.106 105.338 + 72.667 103.862 + 73.863 102.733 + 75.238 101.154 + 77.571 98.869 + 80.202 97.104 + 85.034 95.398 + 89.508 95.252 + 95.146 95.174 + 99.707 95.360 + 104.118 96.233 + 106.417 98.290 +[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] + 1 = number of items +60kpa + 33.00 = magnitude + 54.12 68.12 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 22 - 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 + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[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] + 3.00 = Width top rest profile [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 +[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] 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IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=0 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection_Outward.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection_Outward.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection_Outward.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/10_10_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/10_10_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/10_10_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1803 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 8/28/2018 +TIME : 5:12:55 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\10_10_SingaporeCrossSection_Inward.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 9 = number of items +[SOIL] +Sand 10-10 (1) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Revetment 10-10 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC(L) 10-10 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamOvenDry=0.01 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=28.40 +SoilCuBottom=31.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +FC(L) 10-10 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamOvenDry=0.01 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=27.50 +SoilCuBottom=34.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +CB 10-10 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.00 +SoilGamOvenDry=0.01 +SoilGamWet=13.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +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 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC(M) 10-10 (1) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamOvenDry=0.01 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=12.23 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +FC(M) 10-10 (1) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamOvenDry=0.01 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=16.17 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Good Earth 10-10 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +RS(L) 10-10 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=54.40 +SoilCuBottom=126.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=0.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 55 - Number of geometry points - + 1 20.794 103.837 0.000 + 2 20.794 76.562 0.000 + 3 -80.000 96.930 0.000 + 4 -41.870 96.930 0.000 + 5 -15.265 96.930 0.000 + 6 -12.265 98.050 0.000 + 7 -8.265 98.050 0.000 + 8 13.790 105.400 0.000 + 9 15.794 105.400 0.000 + 10 28.794 105.400 0.000 + 11 30.800 105.400 0.000 + 12 52.133 98.300 0.000 + 13 58.133 98.300 0.000 + 14 60.230 97.600 0.000 + 15 64.133 96.300 0.000 + 16 66.133 96.300 0.000 + 17 70.000 97.600 0.000 + 18 72.133 98.300 0.000 + 19 120.000 98.300 0.000 + 20 -8.270 96.930 0.000 + 21 10.800 103.300 0.000 + 22 13.794 104.300 0.000 + 23 15.794 104.300 0.000 + 24 35.188 103.300 0.000 + 25 50.200 98.370 0.000 + 26 52.240 97.600 0.000 + 27 43.720 98.000 0.000 + 28 -21.924 86.960 0.000 + 29 -10.200 81.100 0.000 + 30 9.900 81.090 0.000 + 31 21.640 86.960 0.000 + 32 37.320 94.800 0.000 + 33 -80.000 86.960 0.000 + 34 -80.000 78.560 0.000 + 35 -10.200 78.560 0.000 + 36 120.000 97.600 0.000 + 37 120.000 94.800 0.000 + 38 120.000 86.960 0.000 + 39 120.000 78.560 0.000 + 40 -80.000 50.000 0.000 + 41 120.000 50.000 0.000 + 42 21.594 103.837 0.000 + 43 21.594 76.562 0.000 + 44 20.794 103.300 0.000 + 45 20.794 97.528 0.000 + 46 20.794 86.537 0.000 + 47 20.794 78.560 0.000 + 48 21.594 103.300 0.000 + 49 21.594 97.544 0.000 + 50 21.594 86.937 0.000 + 51 21.594 78.560 0.000 + 52 -80.000 103.340 0.000 + 53 20.900 103.340 0.000 + 54 21.000 97.590 0.000 + 55 120.000 97.590 0.000 +[END OF POINTS] + +[CURVES] + 65 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 2 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 9 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 14 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 44 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 48 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 24 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 45 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 49 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 27 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 25 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 28 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 46 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 27 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 28 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 29 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 36 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 51 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 39 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 42 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 43 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 +[END OF CURVES] + +[BOUNDARIES] + 21 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 55 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 54 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 51 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 50 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 49 + 5 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 20 21 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 36 37 29 + 30 17 18 19 20 21 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 57 33 28 + 29 30 17 18 19 20 21 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 53 59 58 57 33 28 29 30 + 17 18 19 20 21 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 42 58 57 33 28 29 30 + 17 18 19 20 21 + 10 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 35 57 33 28 29 30 + 17 18 19 20 21 + 11 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 32 33 28 29 30 + 17 18 19 20 21 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 13 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 48 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 14 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 46 39 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 15 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 6 38 39 40 41 3 2 1 61 56 + 33 28 29 30 17 18 19 20 21 + 16 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 34 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 17 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 31 1 61 56 33 28 + 29 30 17 18 19 20 21 + 18 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 27 28 + 29 30 17 18 19 20 21 + 19 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 13 14 + 15 16 17 18 19 20 21 + 20 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 17 18 19 20 21 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 21 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 21 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 21 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 63 64 65 +[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] + 20 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) 10-10 + 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 + FC(L) 10-10 + 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 + UMC(L) 10-10 + 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 + Sand 10-10 (1) + 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 10-10 (1) + 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 + Sand 10-10 (1) + 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 + Sand 10-10 (1) + 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 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + FC(L) 10-10 + 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 + 14 - Layer number, next line is material of layer + FC(M) 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(M) 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 10-10 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Good Earth 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Revetment 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[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 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 20 Number of layers + 20 100 + 19 100 100 + 18 100 100 100 + 17 100 100 100 100 + 16 100 100 100 100 100 + 15 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 +[CIRCLES] + 34.224 56.625 15 X-direction + 106.668 117.619 15 Y-direction + 90.146 77.408 15 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 ] + 0 = number of items +[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] + 2.00 [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] + 20 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 20 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/10_10_SingaporeCrossSection_Outward.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/10_10_SingaporeCrossSection_Outward.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/10_10_SingaporeCrossSection_Outward.sti (revision 1887) @@ -0,0 +1,1835 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 8/28/2018 +TIME : 2:59:51 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\10_10_SingaporeCrossSection_Outward.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] + 10 = number of items +[SOIL] +Sand 10-10 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=24.07 +SoilDilatancy=24.07 +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 10-10 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 10-10 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=28.40 +SoilCuBottom=31.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 10-10 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=27.50 +SoilCuBottom=34.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 10-10 +SoilColor=9764853 +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] +UMC(M) 10-10 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=12.23 +SoilCuTop=1.90 +SoilCuBottom=7.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 10-10 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=16.17 +SoilCuTop=18.00 +SoilCuBottom=27.20 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 10-10 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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) 10-10 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=54.40 +SoilCuBottom=126.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 10-10 (diep) +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=32.40 +SoilCuBottom=34.60 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 20.794 103.837 0.000 + 2 20.794 76.562 0.000 + 3 -80.000 96.930 0.000 + 4 -41.870 96.930 0.000 + 5 -15.265 96.930 0.000 + 6 -12.265 98.050 0.000 + 7 -8.265 98.050 0.000 + 8 13.790 105.400 0.000 + 9 15.794 105.400 0.000 + 10 28.794 105.400 0.000 + 11 30.800 105.400 0.000 + 12 52.133 98.300 0.000 + 13 58.133 98.300 0.000 + 14 60.230 97.600 0.000 + 15 64.133 96.300 0.000 + 16 66.133 96.300 0.000 + 17 70.000 97.600 0.000 + 18 72.133 98.300 0.000 + 19 120.000 98.300 0.000 + 20 -8.270 96.930 0.000 + 21 10.800 103.300 0.000 + 22 13.794 104.300 0.000 + 23 15.794 104.300 0.000 + 24 35.188 103.300 0.000 + 25 50.200 98.370 0.000 + 26 52.240 97.600 0.000 + 27 43.720 98.000 0.000 + 28 -21.924 86.960 0.000 + 29 -10.200 81.100 0.000 + 30 9.900 81.090 0.000 + 31 21.640 86.960 0.000 + 32 37.320 94.800 0.000 + 33 -80.000 86.960 0.000 + 34 -80.000 78.560 0.000 + 35 -10.200 78.560 0.000 + 36 120.000 97.600 0.000 + 37 120.000 94.800 0.000 + 38 120.000 86.960 0.000 + 39 120.000 78.560 0.000 + 40 -80.000 50.000 0.000 + 41 120.000 50.000 0.000 + 42 21.594 103.837 0.000 + 43 21.594 76.562 0.000 + 44 20.794 103.300 0.000 + 45 20.794 97.528 0.000 + 46 20.794 86.537 0.000 + 47 20.794 78.560 0.000 + 48 21.594 103.300 0.000 + 49 21.594 97.544 0.000 + 50 21.594 86.937 0.000 + 51 21.594 78.560 0.000 + 52 -80.000 98.290 0.000 + 53 20.900 98.290 0.000 + 54 21.000 97.590 0.000 + 55 120.000 97.590 0.000 +[END OF POINTS] + +[CURVES] + 65 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 2 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 20 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 9 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 24 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 14 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 44 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 48 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 24 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 45 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 49 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 27 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 25 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 28 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 46 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 50 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 31 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 27 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 28 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 29 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 36 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 38 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 51 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 39 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 51 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 42 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 43 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 55 +[END OF CURVES] + +[BOUNDARIES] + 21 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 55 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 54 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 51 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 50 + 4 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 49 + 5 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 43 44 45 37 + 29 30 17 18 19 20 21 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 36 37 29 + 30 17 18 19 20 21 + 7 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 5 62 60 59 58 57 33 28 + 29 30 17 18 19 20 21 + 8 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 53 59 58 57 33 28 29 30 + 17 18 19 20 21 + 9 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 42 58 57 33 28 29 30 + 17 18 19 20 21 + 10 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 35 57 33 28 29 30 + 17 18 19 20 21 + 11 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 32 33 28 29 30 + 17 18 19 20 21 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 47 52 4 3 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 13 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 47 48 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 14 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 46 39 40 41 3 2 1 61 56 33 + 28 29 30 17 18 19 20 21 + 15 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 6 38 39 40 41 3 2 1 61 56 + 33 28 29 30 17 18 19 20 21 + 16 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 34 2 1 61 56 33 28 + 29 30 17 18 19 20 21 + 17 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 31 1 61 56 33 28 + 29 30 17 18 19 20 21 + 18 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 27 28 + 29 30 17 18 19 20 21 + 19 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 6 7 22 23 24 25 26 12 13 14 + 15 16 17 18 19 20 21 + 20 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 7 8 9 10 11 12 13 14 15 + 16 17 18 19 20 21 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 21 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 21 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 21 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 63 64 65 +[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] + 20 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) 10-10 + 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 + FC(L) 10-10 + 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 + UMC(L) 10-10 + 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 + Sand 10-10 + 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 10-10 + 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 + Sand 10-10 + 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 + Sand 10-10 + 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 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + CB 10-10 + 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 + FC(L) 10-10 (diep) + 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 + 14 - Layer number, next line is material of layer + FC(M) 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(M) 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Good Earth 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Revetment 10-10 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - 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] + 20 Number of layers + 20 100 + 19 100 100 + 18 100 100 100 + 17 100 100 100 100 + 16 100 100 100 100 100 + 15 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + -22.890 7.737 12 X-direction + 108.128 134.682 12 Y-direction + 92.000 77.408 15 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] + 1 = number of items +Uniform Load (1) + 33.00 = magnitude + 14.79 28.79 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 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 + 20 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/soilmaterials.mds =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/soilmaterials.mds (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/soilmaterials.mds (revision 1887) @@ -0,0 +1,25 @@ +[Frame] +ProjectId= +AnnexNum= +DrawnBy= +DateStamp= +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=297 +PageHeight01=210 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/characteristicpoints.csv =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/characteristicpoints.csv (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/characteristicpoints.csv (revision 1887) @@ -0,0 +1,6 @@ +Profielnaam;X_Maaiveld binnenwaarts;Y_Maaiveld binnenwaarts;Z_Maaiveld binnenwaarts;X_Insteek sloot polderzijde;Y_Insteek sloot polderzijde;Z_Insteek sloot polderzijde;X_Slootbodem polderzijde;Y_Slootbodem polderzijde;Z_Slootbodem polderzijde;X_Slootbodem dijkzijde;Y_Slootbodem dijkzijde;Z_Slootbodem dijkzijde;X_Insteek sloot dijkzijde;Y_Insteek_sloot dijkzijde;Z_Insteek sloot dijkzijde;X_Teen dijk binnenwaarts;Y_Teen dijk binnenwaarts;Z_Teen dijk binnenwaarts;X_Kruin binnenberm;Y_Kruin binnenberm;Z_Kruin binnenberm;X_Insteek binnenberm;Y_Insteek binnenberm;Z_Insteek binnenberm;X_Kruin binnentalud;Y_Kruin binnentalud;Z_Kruin binnentalud;X_Verkeersbelasting kant binnenwaarts;Y_Verkeersbelasting kant binnenwaarts;Z_Verkeersbelasting kant binnenwaarts;X_Verkeersbelasting kant buitenwaarts;Y_Verkeersbelasting kant buitenwaarts;Z_Verkeersbelasting kant buitenwaarts;X_Kruin buitentalud;Y_Kruin buitentalud;Z_Kruin buitentalud;X_Insteek buitenberm;Y_Insteek buitenberm;Z_Insteek buitenberm;X_Kruin buitenberm;Y_Kruin buitenberm;Z_Kruin buitenberm;X_Teen dijk buitenwaarts;Y_Teen dijk buitenwaarts;Z_Teen dijk buitenwaarts;X_Insteek geul;Y_Insteek geul;Z_Insteek geul;X_Teen geul;Y_Teen geul;Z_Teen geul;X_Maaiveld buitenwaarts;Y_Maaiveld buitenwaarts;Z_Maaiveld buitenwaarts +SD CS1 3-3;250;0;98.3;188.3;0;98.3;184.3;0;96.3;182.3;0;96.3;178.3;0;98.3;173.8;0;98.3;-1;-1;-1;-1;-1;-1;152;0;105.5;150;0;105.5;135;0;105.5;135;0;105.5;83.7;0;88.4;79.7;0;88.4;76.7;0;87.3;-1;-1;-1;-1;-1;-1;0;0;87.3 +SD CS2 8-8;180;0;98.8;111.97;0;98.8;105.97;0;96.8;103.97;0;96.8;97.97;0;98.8;93.97;0;99;-1;-1;-1;-1;-1;-1;70.12;0;106;68.12;0;106;54.12;0;106;53.12;0;106;21.11;0;95.26;17;0;95.29;13.92;0;93.8;-1;-1;-1;-1;-1;-1;-110;0;93.8 +SD CS3 10-10;120;0;98.3;72.133;0;98.3;66.133;0;96.3;64.133;0;96.3;58.133;0;98.3;52.133;0;98.3;-1;-1;-1;-1;-1;-1;30.8;0;105.4;28.794;0;105.4;14.794;0;105.4;13.79;0;105.4;-8.265;0;98.05;-12.265;0;98.05;-15.265;0;96.93;-1;-1;-1;-1;-1;-1;-80;0;96.93 +CD CS1 X1;85;0;98.29;57.33;0;98.29;53.33;0;96.29;51.33;0;96.29;47.33;0;98.29;40.33;0;98.29;38.8;0;98.7;37.33;0;98.7;25;0;102.5;24;0;102.5;18;0;102.5;17;0;102.5;-1;-1;-1;-1;-1;-1;4.73;0;98.7;-1;-1;-1;-1;-1;-1;0;0;98.7 +CD CS2 X3;90;0;90.79;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;61.93;0;90.79;60.43;0;91.19;58.93;0;91.19;25;0;102.5;24;0;102.5;18;0;102.5;17.017;0;102.5;-1;-1;-1;-1;-1;-1;5.64;0;98.7;-1;-1;-1;-1;-1;-1;0;0;98.7 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/surfacelines.csv =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/surfacelines.csv (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/surfacelines.csv (revision 1887) @@ -0,0 +1,6 @@ +LOCATIONID;Geologischprofiel;X_GridPoint;Y_GridPoint;ScenarioClusterID;X1;Y1;Z1;.....;Xn;Yn;Zn;(Profiel);;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; +SD CS1 3-3;;0;0;1;0;0;87.3;64.2;0;87.3;76.7;0;87.3;79.7;0;88.4;83.7;0;88.4;135;0;105.5;137;0;105.5;150;0;105.5;152;0;105.5;173.8;0;98.3;178.3;0;98.3;179.7;0;97.6;182.3;0;96.3;184.3;0;96.3;186.9;0;97.6;188.3;0;98.3;250;0;98.3;;; +SD CS2 8-8;;0;0;1;-110;0;93.8;-30.6;0;93.8;13.92;0;93.8;17;0;95.29;21.11;0;95.26;45.21;0;103.4;53.12;0;106;54.12;0;106;68.12;0;106;70.12;0;106;87.3;0;100.33;93.97;0;99;97.97;0;98.8;103.97;0;96.8;105.97;0;96.8;108.07;0;97.5;111.97;0;98.8;180;0;98.8 +SD CS3 10-10;;0;0;1;-80;0;96.93;-41.87;0;96.93;-15.265;0;96.93;-12.265;0;98.05;-8.265;0;98.05;13.79;0;105.4;14.794;0;105.4;28.794;0;105.4;30.8;0;105.4;52.133;0;98.3;58.133;0;98.3;60.23;0;97.6;64.133;0;96.3;66.133;0;96.3;70;0;97.6;72.133;0;98.3;120;0;98.3;;; +CD CS1 X1;;0;0;1;0;0;98.7;4.73;0;98.7;17;0;102.5;18;0;102.5;24;0;102.5;25;0;102.5;37.33;0;98.7;38.8;0;98.7;40.33;0;98.29;47.33;0;98.29;51.33;0;96.29;53.33;0;96.29;57.33;0;98.29;85;0;98.29;;;;;;;;;;;; +CD CS2 X3;;0;0;1;0;0;98.7;5.64;0;98.7;17.017;0;102.5;18;0;102.5;24;0;102.5;25;0;102.5;58.93;0;91.19;60.43;0;91.19;61.93;0;90.79;62.2;0;90.79;90;0;90.79;;;;;;;;;;;;;;;;;;;;; Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sto =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sto (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sto (revision 1887) @@ -0,0 +1,4883 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 9/10/2018 +Time : 11:42:10 AM + +Output file : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.sto +Input file : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 23 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 23 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 23 - X - | 137.00 150.00 152.00 173.80 178.30 179.70 + 23 - Y - | 105.50 105.50 105.50 98.30 98.30 97.60 + | + 23 - X - | 182.30 184.30 186.90 188.30 250.00 + 23 - Y - | 96.30 96.30 97.60 98.30 98.30 + | + 22 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 22 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 22 - X - | 137.00 150.00 152.00 173.80 178.30 179.70 + 22 - Y - | 105.50 105.50 105.50 98.30 98.30 97.60 + | + 22 - X - | 182.30 184.30 186.90 250.00 + 22 - Y - | 96.30 96.30 97.60 97.60 + | + 21 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 21 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 21 - X - | 137.00 150.00 156.35 172.41 173.80 178.30 + 21 - Y - | 105.50 105.50 103.40 98.30 98.30 98.30 + | + 21 - X - | 179.70 182.30 184.30 186.90 250.00 + 21 - Y - | 97.60 96.30 96.30 97.60 97.60 + | + 20 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 20 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 20 - X - | 137.00 150.00 156.35 172.41 174.62 179.70 + 20 - Y - | 105.50 105.50 103.40 98.30 97.60 97.60 + | + 20 - X - | 182.30 184.30 186.90 250.00 + 20 - Y - | 96.30 96.30 97.60 97.60 + | + 19 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 19 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 19 - X - | 137.00 150.00 156.35 172.41 174.62 195.40 + 19 - Y - | 105.50 105.50 103.40 98.30 97.60 91.00 + | + 19 - X - | 250.00 + 19 - Y - | 91.00 + | + 18 - X - | 0.00 64.20 76.70 83.70 131.83 135.00 + 18 - Y - | 87.30 87.30 87.30 87.30 103.40 104.45 + | + 18 - X - | 137.00 137.00 150.00 156.35 172.41 174.62 + 18 - Y - | 104.45 105.50 105.50 103.40 98.30 97.60 + | + 18 - X - | 195.40 250.00 + 18 - Y - | 91.00 91.00 + | + 17 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 17 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 17 - X - | 140.50 141.30 141.30 156.35 172.41 174.62 + 17 - Y - | 103.97 103.97 103.40 103.40 98.30 97.60 + | + 17 - X - | 195.40 250.00 + 17 - Y - | 91.00 91.00 + | + 16 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 16 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 16 - X - | 140.50 141.30 141.30 141.30 160.90 195.40 + 16 - Y - | 103.97 103.97 103.40 89.54 90.30 91.00 + | + 16 - X - | 250.00 + 16 - Y - | 91.00 + | + 15 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 15 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 15 - X - | 140.50 141.30 141.30 141.30 141.30 160.90 + 15 - Y - | 103.97 103.97 103.40 89.54 80.47 90.30 + | + 15 - X - | 195.40 250.00 + 15 - Y - | 91.00 91.00 + | + 14 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 14 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 14 - X - | 140.50 141.30 141.30 141.30 141.30 141.30 + 14 - Y - | 103.97 103.97 103.40 89.54 80.47 77.00 + | + 14 - X - | 141.30 250.00 + 14 - Y - | 74.00 74.00 + | + 13 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 13 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 13 - X - | 140.50 141.30 141.30 141.30 141.30 141.30 + 13 - Y - | 103.97 103.97 103.40 89.54 80.47 77.00 + | + 13 - X - | 141.30 141.30 250.00 + 13 - Y - | 74.00 71.50 71.50 + | + 12 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 12 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 12 - X - | 141.30 141.30 141.30 141.30 141.30 141.30 + 12 - Y - | 103.40 89.54 80.47 77.00 74.00 71.50 + | + 12 - X - | 250.00 + 12 - Y - | 71.50 + | + 11 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 11 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 11 - X - | 140.50 141.30 141.30 141.30 141.30 141.30 + 11 - Y - | 89.51 89.54 80.47 77.00 74.00 71.50 + | + 11 - X - | 250.00 + 11 - Y - | 71.50 + | + 10 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 10 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 10 - X - | 140.50 140.50 141.30 141.30 141.30 141.30 + 10 - Y - | 89.51 80.06 80.47 77.00 74.00 71.50 + | + 10 - X - | 250.00 + 10 - Y - | 71.50 + | + 9 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 9 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 9 - X - | 140.50 140.50 140.50 141.30 141.30 250.00 + 9 - Y - | 89.51 80.06 74.00 74.00 71.50 71.50 + | + 8 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 8 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 8 - X - | 140.50 140.50 140.50 140.50 141.30 250.00 + 8 - Y - | 89.51 80.06 74.00 71.50 71.50 71.50 + | + 7 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 7 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 7 - X - | 140.50 140.50 140.50 140.50 140.50 141.30 + 7 - Y - | 89.51 80.06 74.00 71.50 70.50 70.50 + | + 7 - X - | 141.30 250.00 + 7 - Y - | 71.50 71.50 + | + 6 - X - | 0.00 64.20 76.70 83.70 140.50 140.50 + 6 - Y - | 87.30 87.30 87.30 87.30 89.51 80.06 + | + 6 - X - | 140.50 140.50 140.50 141.30 141.30 250.00 + 6 - Y - | 74.00 71.50 70.50 70.50 71.50 71.50 + | + 5 - X - | 0.00 64.20 75.00 86.80 132.40 140.50 + 5 - Y - | 87.30 87.30 81.90 76.00 76.00 80.06 + | + 5 - X - | 140.50 140.50 140.50 141.30 141.30 250.00 + 5 - Y - | 74.00 71.50 70.50 70.50 71.50 71.50 + | + 4 - X - | 0.00 64.20 75.00 75.00 140.50 140.50 + 4 - Y - | 87.30 87.30 81.90 74.00 74.00 71.50 + | + 4 - X - | 140.50 141.30 141.30 250.00 + 4 - Y - | 70.50 70.50 71.50 71.50 + | + 3 - X - | 0.00 64.20 75.00 75.00 75.00 140.50 + 3 - Y - | 87.30 87.30 81.90 74.00 71.50 71.50 + | + 3 - X - | 140.50 141.30 141.30 250.00 + 3 - Y - | 70.50 70.50 71.50 71.50 + | + 2 - X - | 0.00 75.00 75.00 140.50 140.50 141.30 + 2 - Y - | 74.00 74.00 71.50 71.50 70.50 70.50 + | + 2 - X - | 141.30 250.00 + 2 - Y - | 71.50 71.50 + | + 1 - X - | 0.00 75.00 140.50 140.50 141.30 141.30 + 1 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50 + | + 1 - X - | 250.00 + 1 - Y - | 71.50 + | + 0 - X - | 0.00 250.00 + 0 - Y - | 50.00 50.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 140.60 141.00 193.32 250.00 + 1 - Y - | 103.34 103.34 97.59 97.59 97.59 + | + 2 - X - | 0.00 250.00 + 2 - Y - | 103.34 103.34 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 23 | Sand 3-3 + 22 | Good Earth 3-3 + 21 | Good Earth 3-3 + 20 | Sand 3-3 + 19 | Revetment 3-3 + 18 | Sand 3-3 + 17 | Sand 3-3 + 16 | Sand 3-3 + 15 | UMC(L) 3-3 + 14 | FC(L) 3-3 + 13 | CB 3-3 + 12 | CB 3-3 + 11 | CB 3-3 + 10 | CB 3-3 + 9 | CB 3-3 + 8 | CB 3-3 + 7 | Sand 3-3 + 6 | Sand 3-3 + 5 | UMC(L) 3-3 (diep) + 4 | FC(L) 3-3 + 3 | UMC(M) 3-3 + 2 | FC(M) 3-3 + 1 | Residual Soil (L) 3-3 + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 23 | 17.70 | 19.85 | 1 | 1 | + 22 | 17.00 | 17.00 | 1 | 1 | + 21 | 17.00 | 17.00 | 1 | 1 | + 20 | 17.70 | 19.85 | 1 | 1 | + 19 | 17.64 | 19.85 | 1 | 1 | + 18 | 17.70 | 19.85 | 1 | 1 | + 17 | 17.70 | 19.85 | 1 | 1 | + 16 | 17.70 | 19.85 | 1 | 1 | + 15 | 15.25 | 15.25 | 99 | 99 | + 14 | 19.10 | 19.10 | 99 | 99 | + 13 | 13.00 | 13.00 | 1 | 1 | + 12 | 13.00 | 13.00 | 1 | 1 | + 11 | 13.00 | 13.00 | 1 | 1 | + 10 | 13.00 | 13.00 | 99 | 99 | + 9 | 13.00 | 13.00 | 1 | 1 | + 8 | 13.00 | 13.00 | 99 | 99 | + 7 | 17.70 | 19.85 | 1 | 1 | + 6 | 17.70 | 19.85 | 1 | 1 | + 5 | 15.25 | 15.25 | 99 | 99 | + 4 | 19.10 | 19.10 | 99 | 99 | + 3 | 15.10 | 15.10 | 99 | 99 | + 2 | 19.10 | 19.10 | 99 | 99 | + 1 | 19.00 | 19.00 | 2 | - | + + Pore water pressure + ------------------------------ + Layer | Excess | P.pres. | + number | p.pres. | factor | + | [kN/m2] | [-] | + ---------|---------|---------| + 23 | 0.00 | 1.00 | + 22 | 0.00 | 1.00 | + 21 | 0.00 | 1.00 | + 20 | 0.00 | 1.00 | + 19 | 0.00 | 1.00 | + 18 | 0.00 | 1.00 | + 17 | 0.00 | 1.00 | + 16 | 0.00 | 1.00 | + 15 | 0.00 | 1.00 | + 14 | 0.00 | 1.00 | + 13 | 0.00 | 1.00 | + 12 | 0.00 | 1.00 | + 11 | 0.00 | 1.00 | + 10 | 0.00 | 1.00 | + 9 | 0.00 | 1.00 | + 8 | 0.00 | 1.00 | + 7 | 0.00 | 1.00 | + 6 | 0.00 | 1.00 | + 5 | 0.00 | 1.00 | + 4 | 0.00 | 1.00 | + 3 | 0.00 | 1.00 | + 2 | 0.00 | 1.00 | + 1 | 0.00 | 1.00 | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 23 | 0.00 | 23.30 | 23.30 | - | - | - | + 22 | 0.00 | 19.40 | 19.40 | - | - | - | + 21 | 0.00 | 19.40 | 19.40 | - | - | - | + 20 | 0.00 | 23.30 | 23.30 | - | - | - | + 19 | 0.00 | 25.00 | 25.00 | - | - | - | + 18 | 0.00 | 23.30 | 23.30 | - | - | - | + 17 | 0.00 | 23.30 | 23.30 | - | - | - | + 16 | 0.00 | 23.30 | 23.30 | - | - | - | + 15 | - | - | - | - | - | - | + 14 | - | - | - | - | - | - | + 13 | 50.00 | 0.00 | 0.00 | - | - | - | + 12 | 50.00 | 0.00 | 0.00 | - | - | - | + 11 | 50.00 | 0.00 | 0.00 | - | - | - | + 10 | 50.00 | 0.00 | 0.00 | - | - | - | + 9 | 50.00 | 0.00 | 0.00 | - | - | - | + 8 | 50.00 | 0.00 | 0.00 | - | - | - | + 7 | 0.00 | 23.30 | 23.30 | - | - | - | + 6 | 0.00 | 23.30 | 23.30 | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | 0.00 | 16.17 | 0.00 | - | - | - | + 1 | - | - | - | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 23 | - | - | - | - | - | - | + 22 | - | - | - | - | - | - | + 21 | - | - | - | - | - | - | + 20 | - | - | - | - | - | - | + 19 | - | - | - | - | - | - | + 18 | - | - | - | - | - | - | + 17 | - | - | - | - | - | - | + 16 | - | - | - | - | - | - | + 15 | 27.76 | 27.76 | - | - | - | - | + 14 | 29.80 | 31.90 | - | - | - | - | + 13 | - | - | - | - | - | - | + 12 | - | - | - | - | - | - | + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | - | - | - | - | - | - | + 6 | - | - | - | - | - | - | + 5 | 36.14 | 37.90 | - | - | - | - | + 4 | 29.80 | 31.90 | - | - | - | - | + 3 | 2.80 | 10.50 | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | 92.45 | 146.80 | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 157.59 [m] + X co-ordinate grid right : 179.06 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 105.55 [m] + Y co-ordinate grid top : 121.37 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 95.00 [m] + Y co-ordinate tangent biggest circle : 80.00 [m] + Number of circles per grid point : 10 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 1000 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 33.00 | 135.00 | 150.00 | 0.00 | Permanent | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 23 | 100 + 22 | 100 + 21 | 100 + 20 | 100 + 19 | 100 + 18 | 100 + 17 | 100 + 16 | 100 + 15 | 100 + 14 | 100 + 13 | 100 + 12 | 100 + 11 | 100 + 10 | 100 + 9 | 100 + 8 | 100 + 7 | 100 + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + GEOTEXTILES + =========== + + No geotextiles were input. + + + + + NAILS + ===== + + No nails were input. + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 157.59 | 105.55 | 25.55 | 1.34 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 23.88 | 1.46 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 22.22 | 1.61 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 20.55 | 1.77 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 18.88 | 2.02 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 17.22 | 2.44 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 15.55 | 2.79 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 13.88 | 2.78 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 12.22 | 2.77 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 10.55 | 2.79 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 27.31 | 1.30 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 25.64 | 1.42 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 23.97 | 1.55 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 22.31 | 1.68 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 20.64 | 1.88 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 18.97 | 2.18 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 17.31 | 2.68 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 15.64 | 2.55 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 13.97 | 2.51 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 12.31 | 2.47 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 29.06 | 1.29 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 27.40 | 1.39 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 25.73 | 1.52 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 24.06 | 1.64 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 22.40 | 1.79 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 20.73 | 2.04 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 19.06 | 2.48 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 17.40 | 2.45 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 15.73 | 2.36 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 14.06 | 2.31 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 30.82 | 1.29 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 29.16 | 1.39 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 27.49 | 1.51 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 25.82 | 1.63 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 24.16 | 1.76 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 22.49 | 1.95 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 20.82 | 2.34 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 19.16 | 2.37 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 17.49 | 2.27 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 15.82 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 32.58 | 1.31 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 30.91 | 1.38 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 29.25 | 1.50 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 27.58 | 1.62 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 25.91 | 1.75 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 24.25 | 1.91 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 22.58 | 2.24 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 20.91 | 2.28 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 19.25 | 2.28 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 17.58 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 34.34 | 1.34 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 32.67 | 1.39 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 31.01 | 1.50 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 29.34 | 1.63 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 27.67 | 1.76 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 26.01 | 1.90 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 24.34 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 22.67 | 2.20 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 21.01 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 19.34 | 2.14 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 36.10 | 1.38 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 34.43 | 1.41 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 32.76 | 1.51 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 31.10 | 1.64 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 29.43 | 1.76 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 27.76 | 1.91 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 26.10 | 2.16 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 24.43 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 22.76 | 2.18 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 21.10 | 2.18 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 37.86 | 1.43 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 36.19 | 1.45 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 34.52 | 1.52 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 32.86 | 1.65 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 31.19 | 1.77 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 29.52 | 1.93 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 27.86 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 26.19 | 2.13 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 24.52 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 22.86 | 2.16 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 39.61 | 1.47 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 37.95 | 1.49 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 36.28 | 1.55 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 34.61 | 1.66 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 32.95 | 1.79 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 31.28 | 1.94 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 29.61 | 2.19 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 27.95 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 26.28 | 2.12 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 24.61 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 41.37 | 1.51 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 39.70 | 1.54 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 38.04 | 1.58 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 36.37 | 1.68 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 34.70 | 1.81 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 33.04 | 1.96 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 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36.37 | 1.70 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 34.70 | 1.79 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 33.04 | 1.95 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 31.37 | 2.13 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 29.70 | 2.10 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 28.04 | 1.91 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 26.37 | 1.62 | + 179.06 | 105.55 | 25.55 | 2.34 | + 179.06 | 105.55 | 23.88 | 2.53 | + 179.06 | 105.55 | 22.22 | 2.78 | + 179.06 | 105.55 | 20.55 | 3.08 | + 179.06 | 105.55 | 18.88 | 3.42 | + 179.06 | 105.55 | 17.22 | 3.77 | + 179.06 | 105.55 | 15.55 | 4.03 | + 179.06 | 105.55 | 13.88 | 3.80 | + 179.06 | 105.55 | 12.22 | 2.97 | + 179.06 | 105.55 | 10.55 | 2.02 | + 179.06 | 107.31 | 27.31 | 2.18 | + 179.06 | 107.31 | 25.64 | 2.34 | + 179.06 | 107.31 | 23.97 | 2.52 | + 179.06 | 107.31 | 22.31 | 2.78 | + 179.06 | 107.31 | 20.64 | 3.09 | + 179.06 | 107.31 | 18.97 | 3.45 | + 179.06 | 107.31 | 17.31 | 3.72 | + 179.06 | 107.31 | 15.64 | 3.58 | + 179.06 | 107.31 | 13.97 | 3.00 | + 179.06 | 107.31 | 12.31 | 1.96 | + 179.06 | 109.06 | 29.06 | 2.05 | + 179.06 | 109.06 | 27.40 | 2.19 | + 179.06 | 109.06 | 25.73 | 2.34 | + 179.06 | 109.06 | 24.06 | 2.58 | + 179.06 | 109.06 | 22.40 | 2.86 | + 179.06 | 109.06 | 20.73 | 3.19 | + 179.06 | 109.06 | 19.06 | 3.47 | + 179.06 | 109.06 | 17.40 | 3.39 | + 179.06 | 109.06 | 15.73 | 2.96 | + 179.06 | 109.06 | 14.06 | 2.01 | + 179.06 | 110.82 | 30.82 | 1.92 | + 179.06 | 110.82 | 29.16 | 2.07 | + 179.06 | 110.82 | 27.49 | 2.20 | + 179.06 | 110.82 | 25.82 | 2.41 | + 179.06 | 110.82 | 24.16 | 2.67 | + 179.06 | 110.82 | 22.49 | 2.98 | + 179.06 | 110.82 | 20.82 | 3.26 | + 179.06 | 110.82 | 19.16 | 3.21 | + 179.06 | 110.82 | 17.49 | 2.88 | + 179.06 | 110.82 | 15.82 | 2.13 | + 179.06 | 112.58 | 32.58 | 1.83 | + 179.06 | 112.58 | 30.91 | 1.96 | + 179.06 | 112.58 | 29.25 | 2.10 | + 179.06 | 112.58 | 27.58 | 2.29 | + 179.06 | 112.58 | 25.91 | 2.53 | + 179.06 | 112.58 | 24.25 | 2.81 | + 179.06 | 112.58 | 22.58 | 3.09 | + 179.06 | 112.58 | 20.91 | 3.06 | + 179.06 | 112.58 | 19.25 | 2.79 | + 179.06 | 112.58 | 17.58 | 2.20 | + 179.06 | 114.34 | 34.34 | 1.75 | + 179.06 | 114.34 | 32.67 | 1.87 | + 179.06 | 114.34 | 31.01 | 2.01 | + 179.06 | 114.34 | 29.34 | 2.18 | + 179.06 | 114.34 | 27.67 | 2.40 | + 179.06 | 114.34 | 26.01 | 2.67 | + 179.06 | 114.34 | 24.34 | 2.95 | + 179.06 | 114.34 | 22.67 | 2.93 | + 179.06 | 114.34 | 21.01 | 2.70 | + 179.06 | 114.34 | 19.34 | 2.23 | + 179.06 | 116.10 | 36.10 | 1.70 | + 179.06 | 116.10 | 34.43 | 1.80 | + 179.06 | 116.10 | 32.76 | 1.92 | + 179.06 | 116.10 | 31.10 | 2.10 | + 179.06 | 116.10 | 29.43 | 2.30 | + 179.06 | 116.10 | 27.76 | 2.55 | + 179.06 | 116.10 | 26.10 | 2.82 | + 179.06 | 116.10 | 24.43 | 2.81 | + 179.06 | 116.10 | 22.76 | 2.62 | + 179.06 | 116.10 | 21.10 | 2.22 | + 179.06 | 117.86 | 37.86 | 1.67 | + 179.06 | 117.86 | 36.19 | 1.75 | + 179.06 | 117.86 | 34.52 | 1.86 | + 179.06 | 117.86 | 32.86 | 1.99 | + 179.06 | 117.86 | 31.19 | 2.22 | + 179.06 | 117.86 | 29.52 | 2.45 | + 179.06 | 117.86 | 27.86 | 2.71 | + 179.06 | 117.86 | 26.19 | 2.71 | + 179.06 | 117.86 | 24.52 | 2.54 | + 179.06 | 117.86 | 22.86 | 2.21 | + 179.06 | 119.61 | 39.61 | 1.64 | + 179.06 | 119.61 | 37.95 | 1.72 | + 179.06 | 119.61 | 36.28 | 1.81 | + 179.06 | 119.61 | 34.61 | 1.92 | + 179.06 | 119.61 | 32.95 | 2.13 | + 179.06 | 119.61 | 31.28 | 2.37 | + 179.06 | 119.61 | 29.61 | 2.62 | + 179.06 | 119.61 | 27.95 | 2.62 | + 179.06 | 119.61 | 26.28 | 2.47 | + 179.06 | 119.61 | 24.61 | 2.18 | + 179.06 | 121.37 | 41.37 | 1.62 | + 179.06 | 121.37 | 39.70 | 1.69 | + 179.06 | 121.37 | 38.04 | 1.78 | + 179.06 | 121.37 | 36.37 | 1.88 | + 179.06 | 121.37 | 34.70 | 2.05 | + 179.06 | 121.37 | 33.04 | 2.31 | + 179.06 | 121.37 | 31.37 | 2.54 | + 179.06 | 121.37 | 29.70 | 2.54 | + 179.06 | 121.37 | 28.04 | 2.40 | + 179.06 | 121.37 | 26.37 | 2.15 | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 157.59 [m] + X maximum = 179.06 [m] + Y minimum = 105.55 [m] + Y maximum = 121.37 [m] + tangent minimum = 66.67 [m] + tangent maximum = 81.67 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 157.59 | 105.55 | 38.88 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 37.22 | 2.03 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 35.55 | 1.77 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 33.88 | 1.24 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 32.22 | 1.21 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 30.55 | 1.17 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 28.88 | 1.17 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 27.22 | 1.23 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 25.55 | 1.34 | Evaluated earlier. + 157.59 | 105.55 | 23.88 | 1.46 | Evaluated earlier. + 157.59 | 107.31 | 40.64 | 2.25 | + 157.59 | 107.31 | 38.97 | 2.05 | + 157.59 | 107.31 | 37.31 | 1.79 | + 157.59 | 107.31 | 35.64 | 1.26 | + 157.59 | 107.31 | 33.97 | 1.24 | + 157.59 | 107.31 | 32.31 | 1.21 | + 157.59 | 107.31 | 30.64 | 1.17 | + 157.59 | 107.31 | 28.97 | 1.22 | + 157.59 | 107.31 | 27.31 | 1.30 | Evaluated earlier. + 157.59 | 107.31 | 25.64 | 1.42 | Evaluated earlier. + 157.59 | 109.06 | 42.40 | 2.27 | + 157.59 | 109.06 | 40.73 | 2.08 | + 157.59 | 109.06 | 39.06 | 1.82 | + 157.59 | 109.06 | 37.40 | 1.28 | + 157.59 | 109.06 | 35.73 | 1.26 | + 157.59 | 109.06 | 34.06 | 1.24 | + 157.59 | 109.06 | 32.40 | 1.21 | + 157.59 | 109.06 | 30.73 | 1.22 | + 157.59 | 109.06 | 29.06 | 1.29 | Evaluated earlier. + 157.59 | 109.06 | 27.40 | 1.39 | Evaluated earlier. + 157.59 | 110.82 | 44.16 | 2.30 | + 157.59 | 110.82 | 42.49 | 2.11 | + 157.59 | 110.82 | 40.82 | 1.85 | + 157.59 | 110.82 | 39.16 | 1.30 | + 157.59 | 110.82 | 37.49 | 1.28 | + 157.59 | 110.82 | 35.82 | 1.27 | + 157.59 | 110.82 | 34.16 | 1.24 | + 157.59 | 110.82 | 32.49 | 1.25 | + 157.59 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 157.59 | 110.82 | 29.16 | 1.39 | Evaluated earlier. + 157.59 | 112.58 | 45.91 | 2.34 | + 157.59 | 112.58 | 44.25 | 2.15 | + 157.59 | 112.58 | 42.58 | 1.88 | + 157.59 | 112.58 | 40.91 | 1.32 | + 157.59 | 112.58 | 39.25 | 1.31 | + 157.59 | 112.58 | 37.58 | 1.30 | + 157.59 | 112.58 | 35.91 | 1.27 | + 157.59 | 112.58 | 34.25 | 1.29 | + 157.59 | 112.58 | 32.58 | 1.31 | Evaluated earlier. + 157.59 | 112.58 | 30.91 | 1.38 | Evaluated earlier. + 157.59 | 114.34 | 47.67 | 2.37 | + 157.59 | 114.34 | 46.01 | 2.18 | + 157.59 | 114.34 | 44.34 | 1.93 | + 157.59 | 114.34 | 42.67 | 1.35 | + 157.59 | 114.34 | 41.01 | 1.34 | + 157.59 | 114.34 | 39.34 | 1.33 | + 157.59 | 114.34 | 37.67 | 1.31 | + 157.59 | 114.34 | 36.01 | 1.33 | + 157.59 | 114.34 | 34.34 | 1.34 | Evaluated earlier. + 157.59 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 157.59 | 116.10 | 49.43 | 2.41 | + 157.59 | 116.10 | 47.76 | 2.21 | + 157.59 | 116.10 | 46.10 | 1.96 | + 157.59 | 116.10 | 44.43 | 1.38 | + 157.59 | 116.10 | 42.76 | 1.37 | + 157.59 | 116.10 | 41.10 | 1.36 | + 157.59 | 116.10 | 39.43 | 1.36 | + 157.59 | 116.10 | 37.76 | 1.37 | + 157.59 | 116.10 | 36.10 | 1.38 | Evaluated earlier. + 157.59 | 116.10 | 34.43 | 1.41 | Evaluated earlier. + 157.59 | 117.86 | 51.19 | 2.45 | + 157.59 | 117.86 | 49.52 | 2.24 | + 157.59 | 117.86 | 47.85 | 2.00 | + 157.59 | 117.86 | 46.19 | 1.41 | + 157.59 | 117.86 | 44.52 | 1.40 | + 157.59 | 117.86 | 42.85 | 1.39 | + 157.59 | 117.86 | 41.19 | 1.39 | + 157.59 | 117.86 | 39.52 | 1.40 | + 157.59 | 117.86 | 37.86 | 1.43 | Evaluated earlier. + 157.59 | 117.86 | 36.19 | 1.45 | Evaluated earlier. + 157.59 | 119.61 | 52.95 | 2.50 | + 157.59 | 119.61 | 51.28 | 2.29 | + 157.59 | 119.61 | 49.61 | 2.04 | + 157.59 | 119.61 | 47.95 | 1.44 | + 157.59 | 119.61 | 46.28 | 1.43 | + 157.59 | 119.61 | 44.61 | 1.42 | + 157.59 | 119.61 | 42.95 | 1.43 | + 157.59 | 119.61 | 41.28 | 1.44 | + 157.59 | 119.61 | 39.61 | 1.47 | Evaluated earlier. + 157.59 | 119.61 | 37.95 | 1.49 | Evaluated earlier. + 157.59 | 121.37 | 54.70 | 2.54 | + 157.59 | 121.37 | 53.04 | 2.33 | + 157.59 | 121.37 | 51.37 | 2.09 | + 157.59 | 121.37 | 49.70 | 1.47 | + 157.59 | 121.37 | 48.04 | 1.46 | + 157.59 | 121.37 | 46.37 | 1.46 | + 157.59 | 121.37 | 44.70 | 1.48 | + 157.59 | 121.37 | 43.04 | 1.48 | + 157.59 | 121.37 | 41.37 | 1.51 | Evaluated earlier. + 157.59 | 121.37 | 39.70 | 1.54 | Evaluated earlier. + ---------|---------|---------|---------| + 159.97 | 105.55 | 38.88 | 2.14 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 37.22 | 1.95 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 35.55 | 1.70 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 33.88 | 1.18 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 32.22 | 1.16 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 30.55 | 1.13 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 28.88 | 1.12 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 27.22 | 1.15 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 159.97 | 105.55 | 23.88 | 1.34 | Evaluated earlier. + 159.97 | 107.31 | 40.64 | 2.16 | + 159.97 | 107.31 | 38.97 | 1.97 | + 159.97 | 107.31 | 37.31 | 1.72 | + 159.97 | 107.31 | 35.64 | 1.20 | + 159.97 | 107.31 | 33.97 | 1.18 | + 159.97 | 107.31 | 32.31 | 1.14 | + 159.97 | 107.31 | 30.64 | 1.16 | + 159.97 | 107.31 | 28.97 | 1.16 | + 159.97 | 107.31 | 27.31 | 1.20 | Evaluated earlier. + 159.97 | 107.31 | 25.64 | 1.28 | Evaluated earlier. + 159.97 | 109.06 | 42.40 | 2.18 | + 159.97 | 109.06 | 40.73 | 2.00 | + 159.97 | 109.06 | 39.06 | 1.74 | + 159.97 | 109.06 | 37.40 | 1.21 | + 159.97 | 109.06 | 35.73 | 1.19 | + 159.97 | 109.06 | 34.06 | 1.16 | + 159.97 | 109.06 | 32.40 | 1.17 | + 159.97 | 109.06 | 30.73 | 1.19 | + 159.97 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 159.97 | 109.06 | 27.40 | 1.26 | Evaluated earlier. + 159.97 | 110.82 | 44.16 | 2.22 | + 159.97 | 110.82 | 42.49 | 2.03 | + 159.97 | 110.82 | 40.82 | 1.77 | + 159.97 | 110.82 | 39.16 | 1.23 | + 159.97 | 110.82 | 37.49 | 1.22 | + 159.97 | 110.82 | 35.82 | 1.18 | + 159.97 | 110.82 | 34.16 | 1.20 | + 159.97 | 110.82 | 32.49 | 1.22 | + 159.97 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 29.16 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 45.91 | 2.25 | + 159.97 | 112.58 | 44.25 | 2.06 | + 159.97 | 112.58 | 42.58 | 1.80 | + 159.97 | 112.58 | 40.91 | 1.26 | + 159.97 | 112.58 | 39.25 | 1.24 | + 159.97 | 112.58 | 37.58 | 1.22 | + 159.97 | 112.58 | 35.91 | 1.23 | + 159.97 | 112.58 | 34.25 | 1.24 | + 159.97 | 112.58 | 32.58 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 159.97 | 114.34 | 47.67 | 2.29 | + 159.97 | 114.34 | 46.01 | 2.10 | + 159.97 | 114.34 | 44.34 | 1.84 | + 159.97 | 114.34 | 42.67 | 1.28 | + 159.97 | 114.34 | 41.01 | 1.27 | + 159.97 | 114.34 | 39.34 | 1.25 | + 159.97 | 114.34 | 37.67 | 1.25 | + 159.97 | 114.34 | 36.01 | 1.28 | + 159.97 | 114.34 | 34.34 | 1.29 | Evaluated earlier. + 159.97 | 114.34 | 32.67 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 49.43 | 2.33 | + 159.97 | 116.10 | 47.76 | 2.14 | + 159.97 | 116.10 | 46.10 | 1.87 | + 159.97 | 116.10 | 44.43 | 1.31 | + 159.97 | 116.10 | 42.76 | 1.29 | + 159.97 | 116.10 | 41.10 | 1.29 | + 159.97 | 116.10 | 39.43 | 1.27 | + 159.97 | 116.10 | 37.76 | 1.31 | + 159.97 | 116.10 | 36.10 | 1.33 | Evaluated earlier. + 159.97 | 116.10 | 34.43 | 1.35 | Evaluated earlier. + 159.97 | 117.86 | 51.19 | 2.37 | + 159.97 | 117.86 | 49.52 | 2.18 | + 159.97 | 117.86 | 47.85 | 1.91 | + 159.97 | 117.86 | 46.19 | 1.34 | + 159.97 | 117.86 | 44.52 | 1.32 | + 159.97 | 117.86 | 42.85 | 1.31 | + 159.97 | 117.86 | 41.19 | 1.30 | + 159.97 | 117.86 | 39.52 | 1.34 | + 159.97 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 159.97 | 117.86 | 36.19 | 1.39 | Evaluated earlier. + 159.97 | 119.61 | 52.95 | 2.41 | + 159.97 | 119.61 | 51.28 | 2.22 | + 159.97 | 119.61 | 49.61 | 1.95 | + 159.97 | 119.61 | 47.95 | 1.37 | + 159.97 | 119.61 | 46.28 | 1.35 | + 159.97 | 119.61 | 44.61 | 1.34 | + 159.97 | 119.61 | 42.95 | 1.33 | + 159.97 | 119.61 | 41.28 | 1.37 | + 159.97 | 119.61 | 39.61 | 1.40 | Evaluated earlier. + 159.97 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + 159.97 | 121.37 | 54.70 | 2.45 | + 159.97 | 121.37 | 53.04 | 2.27 | + 159.97 | 121.37 | 51.37 | 1.99 | + 159.97 | 121.37 | 49.70 | 1.40 | + 159.97 | 121.37 | 48.04 | 1.38 | + 159.97 | 121.37 | 46.37 | 1.37 | + 159.97 | 121.37 | 44.70 | 1.36 | + 159.97 | 121.37 | 43.04 | 1.40 | + 159.97 | 121.37 | 41.37 | 1.44 | Evaluated earlier. + 159.97 | 121.37 | 39.70 | 1.47 | Evaluated earlier. + ---------|---------|---------|---------| + 162.36 | 105.55 | 38.88 | 2.09 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 37.22 | 1.90 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 35.55 | 1.65 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 33.88 | 1.14 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 32.22 | 1.11 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 30.55 | 1.12 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 28.88 | 1.15 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 27.22 | 1.17 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 162.36 | 105.55 | 23.88 | 1.30 | Evaluated earlier. + 162.36 | 107.31 | 40.64 | 2.12 | + 162.36 | 107.31 | 38.97 | 1.92 | + 162.36 | 107.31 | 37.31 | 1.66 | + 162.36 | 107.31 | 35.64 | 1.15 | + 162.36 | 107.31 | 33.97 | 1.11 | + 162.36 | 107.31 | 32.31 | 1.12 | + 162.36 | 107.31 | 30.64 | 1.15 | + 162.36 | 107.31 | 28.97 | 1.17 | + 162.36 | 107.31 | 27.31 | 1.19 | Evaluated earlier. + 162.36 | 107.31 | 25.64 | 1.25 | Evaluated earlier. + 162.36 | 109.06 | 42.40 | 2.14 | + 162.36 | 109.06 | 40.73 | 1.94 | + 162.36 | 109.06 | 39.06 | 1.69 | + 162.36 | 109.06 | 37.40 | 1.17 | + 162.36 | 109.06 | 35.73 | 1.13 | + 162.36 | 109.06 | 34.06 | 1.13 | + 162.36 | 109.06 | 32.40 | 1.15 | + 162.36 | 109.06 | 30.73 | 1.18 | + 162.36 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 162.36 | 109.06 | 27.40 | 1.23 | Evaluated earlier. + 162.36 | 110.82 | 44.16 | 2.17 | + 162.36 | 110.82 | 42.49 | 1.97 | + 162.36 | 110.82 | 40.82 | 1.71 | + 162.36 | 110.82 | 39.16 | 1.19 | + 162.36 | 110.82 | 37.49 | 1.17 | + 162.36 | 110.82 | 35.82 | 1.14 | + 162.36 | 110.82 | 34.16 | 1.17 | + 162.36 | 110.82 | 32.49 | 1.20 | + 162.36 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 162.36 | 110.82 | 29.16 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 45.91 | 2.20 | + 162.36 | 112.58 | 44.25 | 2.00 | + 162.36 | 112.58 | 42.58 | 1.74 | + 162.36 | 112.58 | 40.91 | 1.21 | + 162.36 | 112.58 | 39.25 | 1.19 | + 162.36 | 112.58 | 37.58 | 1.17 | + 162.36 | 112.58 | 35.91 | 1.19 | + 162.36 | 112.58 | 34.25 | 1.22 | + 162.36 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 47.67 | 2.24 | + 162.36 | 114.34 | 46.01 | 2.03 | + 162.36 | 114.34 | 44.34 | 1.77 | + 162.36 | 114.34 | 42.67 | 1.24 | + 162.36 | 114.34 | 41.01 | 1.22 | + 162.36 | 114.34 | 39.34 | 1.18 | + 162.36 | 114.34 | 37.67 | 1.21 | + 162.36 | 114.34 | 36.01 | 1.24 | + 162.36 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 49.43 | 2.27 | + 162.36 | 116.10 | 47.76 | 2.06 | + 162.36 | 116.10 | 46.10 | 1.81 | + 162.36 | 116.10 | 44.43 | 1.26 | + 162.36 | 116.10 | 42.76 | 1.24 | + 162.36 | 116.10 | 41.10 | 1.21 | + 162.36 | 116.10 | 39.43 | 1.23 | + 162.36 | 116.10 | 37.76 | 1.26 | + 162.36 | 116.10 | 36.10 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 51.19 | 2.30 | + 162.36 | 117.86 | 49.52 | 2.10 | + 162.36 | 117.86 | 47.85 | 1.84 | + 162.36 | 117.86 | 46.19 | 1.28 | + 162.36 | 117.86 | 44.52 | 1.27 | + 162.36 | 117.86 | 42.85 | 1.23 | + 162.36 | 117.86 | 41.19 | 1.26 | + 162.36 | 117.86 | 39.52 | 1.29 | + 162.36 | 117.86 | 37.86 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 36.19 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 52.95 | 2.34 | + 162.36 | 119.61 | 51.28 | 2.14 | + 162.36 | 119.61 | 49.61 | 1.87 | + 162.36 | 119.61 | 47.95 | 1.31 | + 162.36 | 119.61 | 46.28 | 1.29 | + 162.36 | 119.61 | 44.61 | 1.26 | + 162.36 | 119.61 | 42.95 | 1.28 | + 162.36 | 119.61 | 41.28 | 1.31 | + 162.36 | 119.61 | 39.61 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 37.95 | 1.38 | Evaluated earlier. + 162.36 | 121.37 | 54.70 | 2.37 | + 162.36 | 121.37 | 53.04 | 2.18 | + 162.36 | 121.37 | 51.37 | 1.91 | + 162.36 | 121.37 | 49.70 | 1.34 | + 162.36 | 121.37 | 48.04 | 1.32 | + 162.36 | 121.37 | 46.37 | 1.30 | + 162.36 | 121.37 | 44.70 | 1.31 | + 162.36 | 121.37 | 43.04 | 1.34 | + 162.36 | 121.37 | 41.37 | 1.38 | Evaluated earlier. + 162.36 | 121.37 | 39.70 | 1.42 | Evaluated earlier. + ---------|---------|---------|---------| + 164.74 | 105.55 | 38.88 | 2.09 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 37.22 | 1.88 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 35.55 | 1.64 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 33.88 | 1.10 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 32.22 | 1.13 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 30.55 | 1.13 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 28.88 | 1.18 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 27.22 | 1.24 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 25.55 | 1.31 | Evaluated earlier. + 164.74 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 164.74 | 107.31 | 40.64 | 2.09 | + 164.74 | 107.31 | 38.97 | 1.89 | + 164.74 | 107.31 | 37.31 | 1.63 | + 164.74 | 107.31 | 35.64 | 1.11 | + 164.74 | 107.31 | 33.97 | 1.11 | + 164.74 | 107.31 | 32.31 | 1.13 | + 164.74 | 107.31 | 30.64 | 1.16 | + 164.74 | 107.31 | 28.97 | 1.21 | + 164.74 | 107.31 | 27.31 | 1.27 | Evaluated earlier. + 164.74 | 107.31 | 25.64 | 1.32 | Evaluated earlier. + 164.74 | 109.06 | 42.40 | 2.11 | + 164.74 | 109.06 | 40.73 | 1.91 | + 164.74 | 109.06 | 39.06 | 1.66 | + 164.74 | 109.06 | 37.40 | 1.13 | + 164.74 | 109.06 | 35.73 | 1.12 | + 164.74 | 109.06 | 34.06 | 1.13 | + 164.74 | 109.06 | 32.40 | 1.16 | + 164.74 | 109.06 | 30.73 | 1.20 | + 164.74 | 109.06 | 29.06 | 1.25 | Evaluated earlier. + 164.74 | 109.06 | 27.40 | 1.29 | Evaluated earlier. + 164.74 | 110.82 | 44.16 | 2.13 | + 164.74 | 110.82 | 42.49 | 1.93 | + 164.74 | 110.82 | 40.82 | 1.67 | + 164.74 | 110.82 | 39.16 | 1.17 | + 164.74 | 110.82 | 37.49 | 1.13 | + 164.74 | 110.82 | 35.82 | 1.14 | + 164.74 | 110.82 | 34.16 | 1.16 | + 164.74 | 110.82 | 32.49 | 1.20 | + 164.74 | 110.82 | 30.82 | 1.24 | Evaluated earlier. + 164.74 | 110.82 | 29.16 | 1.28 | Evaluated earlier. + 164.74 | 112.58 | 45.91 | 2.16 | + 164.74 | 112.58 | 44.25 | 1.95 | + 164.74 | 112.58 | 42.58 | 1.70 | + 164.74 | 112.58 | 40.91 | 1.19 | + 164.74 | 112.58 | 39.25 | 1.14 | + 164.74 | 112.58 | 37.58 | 1.15 | + 164.74 | 112.58 | 35.91 | 1.18 | + 164.74 | 112.58 | 34.25 | 1.21 | + 164.74 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 164.74 | 112.58 | 30.91 | 1.28 | Evaluated earlier. + 164.74 | 114.34 | 47.67 | 2.19 | + 164.74 | 114.34 | 46.01 | 1.98 | + 164.74 | 114.34 | 44.34 | 1.73 | + 164.74 | 114.34 | 42.67 | 1.20 | + 164.74 | 114.34 | 41.01 | 1.16 | + 164.74 | 114.34 | 39.34 | 1.17 | + 164.74 | 114.34 | 37.67 | 1.19 | + 164.74 | 114.34 | 36.01 | 1.22 | + 164.74 | 114.34 | 34.34 | 1.26 | Evaluated earlier. + 164.74 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 164.74 | 116.10 | 49.43 | 2.22 | + 164.74 | 116.10 | 47.76 | 2.01 | + 164.74 | 116.10 | 46.10 | 1.76 | + 164.74 | 116.10 | 44.43 | 1.23 | + 164.74 | 116.10 | 42.76 | 1.18 | + 164.74 | 116.10 | 41.10 | 1.19 | + 164.74 | 116.10 | 39.43 | 1.21 | + 164.74 | 116.10 | 37.76 | 1.24 | + 164.74 | 116.10 | 36.10 | 1.27 | Evaluated earlier. + 164.74 | 116.10 | 34.43 | 1.31 | Evaluated earlier. + 164.74 | 117.86 | 51.19 | 2.26 | + 164.74 | 117.86 | 49.52 | 2.05 | + 164.74 | 117.86 | 47.85 | 1.79 | + 164.74 | 117.86 | 46.19 | 1.25 | + 164.74 | 117.86 | 44.52 | 1.22 | + 164.74 | 117.86 | 42.85 | 1.21 | + 164.74 | 117.86 | 41.19 | 1.23 | + 164.74 | 117.86 | 39.52 | 1.26 | + 164.74 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 164.74 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 164.74 | 119.61 | 52.95 | 2.29 | + 164.74 | 119.61 | 51.28 | 2.08 | + 164.74 | 119.61 | 49.61 | 1.82 | + 164.74 | 119.61 | 47.95 | 1.27 | + 164.74 | 119.61 | 46.28 | 1.25 | + 164.74 | 119.61 | 44.61 | 1.23 | + 164.74 | 119.61 | 42.95 | 1.25 | + 164.74 | 119.61 | 41.28 | 1.28 | + 164.74 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 164.74 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + 164.74 | 121.37 | 54.70 | 2.33 | + 164.74 | 121.37 | 53.04 | 2.12 | + 164.74 | 121.37 | 51.37 | 1.85 | + 164.74 | 121.37 | 49.70 | 1.29 | + 164.74 | 121.37 | 48.04 | 1.28 | + 164.74 | 121.37 | 46.37 | 1.25 | + 164.74 | 121.37 | 44.70 | 1.28 | + 164.74 | 121.37 | 43.04 | 1.31 | + 164.74 | 121.37 | 41.37 | 1.34 | Evaluated earlier. + 164.74 | 121.37 | 39.70 | 1.38 | Evaluated earlier. + ---------|---------|---------|---------| + 167.13 | 105.55 | 38.88 | 2.06 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 37.22 | 1.88 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 35.55 | 1.61 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 33.88 | 1.14 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 32.22 | 1.16 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 30.55 | 1.19 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 28.88 | 1.27 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 27.22 | 1.35 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 25.55 | 1.35 | Evaluated earlier. + 167.13 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 40.64 | 2.08 | + 167.13 | 107.31 | 38.97 | 1.88 | + 167.13 | 107.31 | 37.31 | 1.61 | + 167.13 | 107.31 | 35.64 | 1.13 | + 167.13 | 107.31 | 33.97 | 1.14 | + 167.13 | 107.31 | 32.31 | 1.17 | + 167.13 | 107.31 | 30.64 | 1.22 | + 167.13 | 107.31 | 28.97 | 1.29 | + 167.13 | 107.31 | 27.31 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 25.64 | 1.36 | Evaluated earlier. + 167.13 | 109.06 | 42.40 | 2.10 | + 167.13 | 109.06 | 40.73 | 1.89 | + 167.13 | 109.06 | 39.06 | 1.65 | + 167.13 | 109.06 | 37.40 | 1.13 | + 167.13 | 109.06 | 35.73 | 1.14 | + 167.13 | 109.06 | 34.06 | 1.15 | + 167.13 | 109.06 | 32.40 | 1.19 | + 167.13 | 109.06 | 30.73 | 1.25 | + 167.13 | 109.06 | 29.06 | 1.32 | Evaluated earlier. + 167.13 | 109.06 | 27.40 | 1.40 | Evaluated earlier. + 167.13 | 110.82 | 44.16 | 2.11 | + 167.13 | 110.82 | 42.49 | 1.91 | + 167.13 | 110.82 | 40.82 | 1.66 | + 167.13 | 110.82 | 39.16 | 1.14 | + 167.13 | 110.82 | 37.49 | 1.14 | + 167.13 | 110.82 | 35.82 | 1.15 | + 167.13 | 110.82 | 34.16 | 1.18 | + 167.13 | 110.82 | 32.49 | 1.23 | + 167.13 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 167.13 | 110.82 | 29.16 | 1.36 | Evaluated earlier. + 167.13 | 112.58 | 45.91 | 2.13 | + 167.13 | 112.58 | 44.25 | 1.93 | + 167.13 | 112.58 | 42.58 | 1.68 | + 167.13 | 112.58 | 40.91 | 1.15 | + 167.13 | 112.58 | 39.25 | 1.15 | + 167.13 | 112.58 | 37.58 | 1.16 | + 167.13 | 112.58 | 35.91 | 1.19 | + 167.13 | 112.58 | 34.25 | 1.22 | + 167.13 | 112.58 | 32.58 | 1.27 | Evaluated earlier. + 167.13 | 112.58 | 30.91 | 1.33 | Evaluated earlier. + 167.13 | 114.34 | 47.67 | 2.16 | + 167.13 | 114.34 | 46.01 | 1.96 | + 167.13 | 114.34 | 44.34 | 1.70 | + 167.13 | 114.34 | 42.67 | 1.16 | + 167.13 | 114.34 | 41.01 | 1.16 | + 167.13 | 114.34 | 39.34 | 1.17 | + 167.13 | 114.34 | 37.67 | 1.19 | + 167.13 | 114.34 | 36.01 | 1.23 | + 167.13 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 167.13 | 114.34 | 32.67 | 1.32 | Evaluated earlier. + 167.13 | 116.10 | 49.43 | 2.19 | + 167.13 | 116.10 | 47.76 | 1.98 | + 167.13 | 116.10 | 46.10 | 1.73 | + 167.13 | 116.10 | 44.43 | 1.20 | + 167.13 | 116.10 | 42.76 | 1.17 | + 167.13 | 116.10 | 41.10 | 1.18 | + 167.13 | 116.10 | 39.43 | 1.21 | + 167.13 | 116.10 | 37.76 | 1.24 | + 167.13 | 116.10 | 36.10 | 1.28 | Evaluated earlier. + 167.13 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 167.13 | 117.86 | 51.19 | 2.22 | + 167.13 | 117.86 | 49.52 | 2.01 | + 167.13 | 117.86 | 47.85 | 1.75 | + 167.13 | 117.86 | 46.19 | 1.22 | + 167.13 | 117.86 | 44.52 | 1.19 | + 167.13 | 117.86 | 42.85 | 1.20 | + 167.13 | 117.86 | 41.19 | 1.23 | + 167.13 | 117.86 | 39.52 | 1.25 | + 167.13 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 167.13 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 167.13 | 119.61 | 52.95 | 2.25 | + 167.13 | 119.61 | 51.28 | 2.04 | + 167.13 | 119.61 | 49.61 | 1.78 | + 167.13 | 119.61 | 47.95 | 1.25 | + 167.13 | 119.61 | 46.28 | 1.21 | + 167.13 | 119.61 | 44.61 | 1.22 | + 167.13 | 119.61 | 42.95 | 1.24 | + 167.13 | 119.61 | 41.28 | 1.27 | + 167.13 | 119.61 | 39.61 | 1.31 | Evaluated earlier. + 167.13 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + 167.13 | 121.37 | 54.70 | 2.29 | + 167.13 | 121.37 | 53.04 | 2.08 | + 167.13 | 121.37 | 51.37 | 1.81 | + 167.13 | 121.37 | 49.70 | 1.27 | + 167.13 | 121.37 | 48.04 | 1.23 | + 167.13 | 121.37 | 46.37 | 1.24 | + 167.13 | 121.37 | 44.70 | 1.26 | + 167.13 | 121.37 | 43.04 | 1.29 | + 167.13 | 121.37 | 41.37 | 1.33 | Evaluated earlier. + 167.13 | 121.37 | 39.70 | 1.36 | Evaluated earlier. + ---------|---------|---------|---------| + 169.51 | 105.55 | 38.88 | 2.09 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 37.22 | 1.91 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 35.55 | 1.67 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 33.88 | 1.19 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 32.22 | 1.23 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 30.55 | 1.30 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 28.88 | 1.43 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 27.22 | 1.37 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 25.55 | 1.41 | Evaluated earlier. + 169.51 | 105.55 | 23.88 | 1.47 | Evaluated earlier. + 169.51 | 107.31 | 40.64 | 2.10 | + 169.51 | 107.31 | 38.97 | 1.86 | + 169.51 | 107.31 | 37.31 | 1.67 | + 169.51 | 107.31 | 35.64 | 1.17 | + 169.51 | 107.31 | 33.97 | 1.20 | + 169.51 | 107.31 | 32.31 | 1.24 | + 169.51 | 107.31 | 30.64 | 1.32 | + 169.51 | 107.31 | 28.97 | 1.41 | + 169.51 | 107.31 | 27.31 | 1.39 | Evaluated earlier. + 169.51 | 107.31 | 25.64 | 1.43 | Evaluated earlier. + 169.51 | 109.06 | 42.40 | 2.10 | + 169.51 | 109.06 | 40.73 | 1.90 | + 169.51 | 109.06 | 39.06 | 1.64 | + 169.51 | 109.06 | 37.40 | 1.17 | + 169.51 | 109.06 | 35.73 | 1.18 | + 169.51 | 109.06 | 34.06 | 1.21 | + 169.51 | 109.06 | 32.40 | 1.27 | + 169.51 | 109.06 | 30.73 | 1.35 | + 169.51 | 109.06 | 29.06 | 1.41 | Evaluated earlier. + 169.51 | 109.06 | 27.40 | 1.41 | Evaluated earlier. + 169.51 | 110.82 | 44.16 | 2.11 | + 169.51 | 110.82 | 42.49 | 1.91 | + 169.51 | 110.82 | 40.82 | 1.65 | + 169.51 | 110.82 | 39.16 | 1.16 | + 169.51 | 110.82 | 37.49 | 1.17 | + 169.51 | 110.82 | 35.82 | 1.19 | + 169.51 | 110.82 | 34.16 | 1.24 | + 169.51 | 110.82 | 32.49 | 1.31 | + 169.51 | 110.82 | 30.82 | 1.38 | Evaluated earlier. + 169.51 | 110.82 | 29.16 | 1.40 | Evaluated earlier. + 169.51 | 112.58 | 45.91 | 2.13 | + 169.51 | 112.58 | 44.25 | 1.93 | + 169.51 | 112.58 | 42.58 | 1.66 | + 169.51 | 112.58 | 40.91 | 1.16 | + 169.51 | 112.58 | 39.25 | 1.17 | + 169.51 | 112.58 | 37.58 | 1.19 | + 169.51 | 112.58 | 35.91 | 1.22 | + 169.51 | 112.58 | 34.25 | 1.28 | + 169.51 | 112.58 | 32.58 | 1.35 | Evaluated earlier. + 169.51 | 112.58 | 30.91 | 1.42 | Evaluated earlier. + 169.51 | 114.34 | 47.67 | 2.14 | + 169.51 | 114.34 | 46.01 | 1.95 | + 169.51 | 114.34 | 44.34 | 1.68 | + 169.51 | 114.34 | 42.67 | 1.18 | + 169.51 | 114.34 | 41.01 | 1.17 | + 169.51 | 114.34 | 39.34 | 1.19 | + 169.51 | 114.34 | 37.67 | 1.22 | + 169.51 | 114.34 | 36.01 | 1.26 | + 169.51 | 114.34 | 34.34 | 1.32 | Evaluated earlier. + 169.51 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 169.51 | 116.10 | 49.43 | 2.17 | + 169.51 | 116.10 | 47.76 | 1.96 | + 169.51 | 116.10 | 46.10 | 1.72 | + 169.51 | 116.10 | 44.43 | 1.18 | + 169.51 | 116.10 | 42.76 | 1.19 | + 169.51 | 116.10 | 41.10 | 1.19 | + 169.51 | 116.10 | 39.43 | 1.23 | + 169.51 | 116.10 | 37.76 | 1.27 | + 169.51 | 116.10 | 36.10 | 1.31 | Evaluated earlier. + 169.51 | 116.10 | 34.43 | 1.37 | Evaluated earlier. + 169.51 | 117.86 | 51.19 | 2.20 | + 169.51 | 117.86 | 49.52 | 1.99 | + 169.51 | 117.86 | 47.85 | 1.74 | + 169.51 | 117.86 | 46.19 | 1.20 | + 169.51 | 117.86 | 44.52 | 1.20 | + 169.51 | 117.86 | 42.85 | 1.21 | + 169.51 | 117.86 | 41.19 | 1.24 | + 169.51 | 117.86 | 39.52 | 1.27 | + 169.51 | 117.86 | 37.86 | 1.31 | Evaluated earlier. + 169.51 | 117.86 | 36.19 | 1.36 | Evaluated earlier. + 169.51 | 119.61 | 52.95 | 2.23 | + 169.51 | 119.61 | 51.28 | 2.02 | + 169.51 | 119.61 | 49.61 | 1.77 | + 169.51 | 119.61 | 47.95 | 1.21 | + 169.51 | 119.61 | 46.28 | 1.21 | + 169.51 | 119.61 | 44.61 | 1.22 | + 169.51 | 119.61 | 42.95 | 1.25 | + 169.51 | 119.61 | 41.28 | 1.28 | + 169.51 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 169.51 | 119.61 | 37.95 | 1.36 | Evaluated earlier. + 169.51 | 121.37 | 54.70 | 2.26 | + 169.51 | 121.37 | 53.04 | 2.05 | + 169.51 | 121.37 | 51.37 | 1.79 | + 169.51 | 121.37 | 49.70 | 1.23 | + 169.51 | 121.37 | 48.04 | 1.23 | + 169.51 | 121.37 | 46.37 | 1.24 | + 169.51 | 121.37 | 44.70 | 1.27 | + 169.51 | 121.37 | 43.04 | 1.30 | + 169.51 | 121.37 | 41.37 | 1.34 | Evaluated earlier. + 169.51 | 121.37 | 39.70 | 1.37 | Evaluated earlier. + ---------|---------|---------|---------| + 171.90 | 105.55 | 38.88 | 2.13 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 37.22 | 1.97 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 35.55 | 1.77 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 33.88 | 1.31 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 32.22 | 1.35 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 30.55 | 1.37 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 28.88 | 1.42 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 27.22 | 1.47 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 25.55 | 1.53 | Evaluated earlier. + 171.90 | 105.55 | 23.88 | 1.61 | Evaluated earlier. + 171.90 | 107.31 | 40.64 | 2.11 | + 171.90 | 107.31 | 38.97 | 1.94 | + 171.90 | 107.31 | 37.31 | 1.73 | + 171.90 | 107.31 | 35.64 | 1.24 | + 171.90 | 107.31 | 33.97 | 1.31 | + 171.90 | 107.31 | 32.31 | 1.37 | + 171.90 | 107.31 | 30.64 | 1.39 | + 171.90 | 107.31 | 28.97 | 1.43 | + 171.90 | 107.31 | 27.31 | 1.48 | Evaluated earlier. + 171.90 | 107.31 | 25.64 | 1.55 | Evaluated earlier. + 171.90 | 109.06 | 42.40 | 2.11 | + 171.90 | 109.06 | 40.73 | 1.93 | + 171.90 | 109.06 | 39.06 | 1.70 | + 171.90 | 109.06 | 37.40 | 1.22 | + 171.90 | 109.06 | 35.73 | 1.25 | + 171.90 | 109.06 | 34.06 | 1.31 | + 171.90 | 109.06 | 32.40 | 1.40 | + 171.90 | 109.06 | 30.73 | 1.40 | + 171.90 | 109.06 | 29.06 | 1.45 | Evaluated earlier. + 171.90 | 109.06 | 27.40 | 1.50 | Evaluated earlier. + 171.90 | 110.82 | 44.16 | 2.14 | + 171.90 | 110.82 | 42.49 | 1.91 | + 171.90 | 110.82 | 40.82 | 1.69 | + 171.90 | 110.82 | 39.16 | 1.21 | + 171.90 | 110.82 | 37.49 | 1.22 | + 171.90 | 110.82 | 35.82 | 1.27 | + 171.90 | 110.82 | 34.16 | 1.34 | + 171.90 | 110.82 | 32.49 | 1.42 | + 171.90 | 110.82 | 30.82 | 1.43 | Evaluated earlier. + 171.90 | 110.82 | 29.16 | 1.47 | Evaluated earlier. + 171.90 | 112.58 | 45.91 | 2.14 | + 171.90 | 112.58 | 44.25 | 1.92 | + 171.90 | 112.58 | 42.58 | 1.69 | + 171.90 | 112.58 | 40.91 | 1.21 | + 171.90 | 112.58 | 39.25 | 1.21 | + 171.90 | 112.58 | 37.58 | 1.24 | + 171.90 | 112.58 | 35.91 | 1.30 | + 171.90 | 112.58 | 34.25 | 1.38 | + 171.90 | 112.58 | 32.58 | 1.46 | Evaluated earlier. + 171.90 | 112.58 | 30.91 | 1.45 | Evaluated earlier. + 171.90 | 114.34 | 47.67 | 2.15 | + 171.90 | 114.34 | 46.01 | 1.94 | + 171.90 | 114.34 | 44.34 | 1.70 | + 171.90 | 114.34 | 42.67 | 1.20 | + 171.90 | 114.34 | 41.01 | 1.21 | + 171.90 | 114.34 | 39.34 | 1.23 | + 171.90 | 114.34 | 37.67 | 1.28 | + 171.90 | 114.34 | 36.01 | 1.34 | + 171.90 | 114.34 | 34.34 | 1.42 | Evaluated earlier. + 171.90 | 114.34 | 32.67 | 1.46 | Evaluated earlier. + 171.90 | 116.10 | 49.43 | 2.18 | + 171.90 | 116.10 | 47.76 | 1.97 | + 171.90 | 116.10 | 46.10 | 1.71 | + 171.90 | 116.10 | 44.43 | 1.21 | + 171.90 | 116.10 | 42.76 | 1.21 | + 171.90 | 116.10 | 41.10 | 1.23 | + 171.90 | 116.10 | 39.43 | 1.27 | + 171.90 | 116.10 | 37.76 | 1.32 | + 171.90 | 116.10 | 36.10 | 1.39 | Evaluated earlier. + 171.90 | 116.10 | 34.43 | 1.46 | Evaluated earlier. + 171.90 | 117.86 | 51.19 | 2.19 | + 171.90 | 117.86 | 49.52 | 1.99 | + 171.90 | 117.86 | 47.85 | 1.72 | + 171.90 | 117.86 | 46.19 | 1.22 | + 171.90 | 117.86 | 44.52 | 1.22 | + 171.90 | 117.86 | 42.85 | 1.23 | + 171.90 | 117.86 | 41.19 | 1.27 | + 171.90 | 117.86 | 39.52 | 1.32 | + 171.90 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 171.90 | 117.86 | 36.19 | 1.44 | Evaluated earlier. + 171.90 | 119.61 | 52.95 | 2.22 | + 171.90 | 119.61 | 51.28 | 2.01 | + 171.90 | 119.61 | 49.61 | 1.74 | + 171.90 | 119.61 | 47.95 | 1.22 | + 171.90 | 119.61 | 46.28 | 1.23 | + 171.90 | 119.61 | 44.61 | 1.24 | + 171.90 | 119.61 | 42.95 | 1.28 | + 171.90 | 119.61 | 41.28 | 1.32 | + 171.90 | 119.61 | 39.61 | 1.36 | Evaluated earlier. + 171.90 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + 171.90 | 121.37 | 54.70 | 2.25 | + 171.90 | 121.37 | 53.04 | 2.04 | + 171.90 | 121.37 | 51.37 | 1.77 | + 171.90 | 121.37 | 49.70 | 1.24 | + 171.90 | 121.37 | 48.04 | 1.24 | + 171.90 | 121.37 | 46.37 | 1.25 | + 171.90 | 121.37 | 44.70 | 1.29 | + 171.90 | 121.37 | 43.04 | 1.33 | + 171.90 | 121.37 | 41.37 | 1.36 | Evaluated earlier. + 171.90 | 121.37 | 39.70 | 1.42 | Evaluated earlier. + ---------|---------|---------|---------| + 174.28 | 105.55 | 38.88 | 2.25 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 37.22 | 2.13 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 35.55 | 1.95 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 33.88 | 1.49 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 32.22 | 1.43 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 30.55 | 1.48 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 28.88 | 1.55 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 27.22 | 1.63 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 25.55 | 1.73 | Evaluated earlier. + 174.28 | 105.55 | 23.88 | 1.83 | Evaluated earlier. + 174.28 | 107.31 | 40.64 | 2.19 | + 174.28 | 107.31 | 38.97 | 2.05 | + 174.28 | 107.31 | 37.31 | 1.86 | + 174.28 | 107.31 | 35.64 | 1.37 | + 174.28 | 107.31 | 33.97 | 1.48 | + 174.28 | 107.31 | 32.31 | 1.44 | + 174.28 | 107.31 | 30.64 | 1.49 | + 174.28 | 107.31 | 28.97 | 1.56 | + 174.28 | 107.31 | 27.31 | 1.64 | Evaluated earlier. + 174.28 | 107.31 | 25.64 | 1.73 | Evaluated earlier. + 174.28 | 109.06 | 42.40 | 2.18 | + 174.28 | 109.06 | 40.73 | 2.00 | + 174.28 | 109.06 | 39.06 | 1.80 | + 174.28 | 109.06 | 37.40 | 1.31 | + 174.28 | 109.06 | 35.73 | 1.38 | + 174.28 | 109.06 | 34.06 | 1.47 | + 174.28 | 109.06 | 32.40 | 1.45 | + 174.28 | 109.06 | 30.73 | 1.51 | + 174.28 | 109.06 | 29.06 | 1.57 | Evaluated earlier. + 174.28 | 109.06 | 27.40 | 1.65 | Evaluated earlier. + 174.28 | 110.82 | 44.16 | 2.15 | + 174.28 | 110.82 | 42.49 | 1.99 | + 174.28 | 110.82 | 40.82 | 1.76 | + 174.28 | 110.82 | 39.16 | 1.28 | + 174.28 | 110.82 | 37.49 | 1.32 | + 174.28 | 110.82 | 35.82 | 1.39 | + 174.28 | 110.82 | 34.16 | 1.46 | + 174.28 | 110.82 | 32.49 | 1.47 | + 174.28 | 110.82 | 30.82 | 1.53 | Evaluated earlier. + 174.28 | 110.82 | 29.16 | 1.59 | Evaluated earlier. + 174.28 | 112.58 | 45.91 | 2.15 | + 174.28 | 112.58 | 44.25 | 1.97 | + 174.28 | 112.58 | 42.58 | 1.75 | + 174.28 | 112.58 | 40.91 | 1.26 | + 174.28 | 112.58 | 39.25 | 1.29 | + 174.28 | 112.58 | 37.58 | 1.35 | + 174.28 | 112.58 | 35.91 | 1.42 | + 174.28 | 112.58 | 34.25 | 1.46 | + 174.28 | 112.58 | 32.58 | 1.50 | Evaluated earlier. + 174.28 | 112.58 | 30.91 | 1.55 | Evaluated earlier. + 174.28 | 114.34 | 47.67 | 2.17 | + 174.28 | 114.34 | 46.01 | 1.97 | + 174.28 | 114.34 | 44.34 | 1.75 | + 174.28 | 114.34 | 42.67 | 1.25 | + 174.28 | 114.34 | 41.01 | 1.27 | + 174.28 | 114.34 | 39.34 | 1.31 | + 174.28 | 114.34 | 37.67 | 1.38 | + 174.28 | 114.34 | 36.01 | 1.46 | + 174.28 | 114.34 | 34.34 | 1.48 | Evaluated earlier. + 174.28 | 114.34 | 32.67 | 1.53 | Evaluated earlier. + 174.28 | 116.10 | 49.43 | 2.19 | + 174.28 | 116.10 | 47.76 | 1.98 | + 174.28 | 116.10 | 46.10 | 1.75 | + 174.28 | 116.10 | 44.43 | 1.25 | + 174.28 | 116.10 | 42.76 | 1.26 | + 174.28 | 116.10 | 41.10 | 1.29 | + 174.28 | 116.10 | 39.43 | 1.35 | + 174.28 | 116.10 | 37.76 | 1.43 | + 174.28 | 116.10 | 36.10 | 1.50 | Evaluated earlier. + 174.28 | 116.10 | 34.43 | 1.51 | Evaluated earlier. + 174.28 | 117.86 | 51.19 | 2.21 | + 174.28 | 117.86 | 49.52 | 1.98 | + 174.28 | 117.86 | 47.85 | 1.76 | + 174.28 | 117.86 | 46.19 | 1.25 | + 174.28 | 117.86 | 44.52 | 1.26 | + 174.28 | 117.86 | 42.85 | 1.28 | + 174.28 | 117.86 | 41.19 | 1.33 | + 174.28 | 117.86 | 39.52 | 1.40 | + 174.28 | 117.86 | 37.86 | 1.47 | Evaluated earlier. + 174.28 | 117.86 | 36.19 | 1.52 | Evaluated earlier. + 174.28 | 119.61 | 52.95 | 2.23 | + 174.28 | 119.61 | 51.28 | 2.00 | + 174.28 | 119.61 | 49.61 | 1.77 | + 174.28 | 119.61 | 47.95 | 1.25 | + 174.28 | 119.61 | 46.28 | 1.26 | + 174.28 | 119.61 | 44.61 | 1.28 | + 174.28 | 119.61 | 42.95 | 1.32 | + 174.28 | 119.61 | 41.28 | 1.38 | + 174.28 | 119.61 | 39.61 | 1.45 | Evaluated earlier. + 174.28 | 119.61 | 37.95 | 1.52 | Evaluated earlier. + 174.28 | 121.37 | 54.70 | 2.25 | + 174.28 | 121.37 | 53.04 | 2.04 | + 174.28 | 121.37 | 51.37 | 1.78 | + 174.28 | 121.37 | 49.70 | 1.26 | + 174.28 | 121.37 | 48.04 | 1.27 | + 174.28 | 121.37 | 46.37 | 1.29 | + 174.28 | 121.37 | 44.70 | 1.33 | + 174.28 | 121.37 | 43.04 | 1.37 | + 174.28 | 121.37 | 41.37 | 1.43 | Evaluated earlier. + 174.28 | 121.37 | 39.70 | 1.51 | Evaluated earlier. + ---------|---------|---------|---------| + 176.67 | 105.55 | 38.88 | 2.49 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 37.22 | 2.33 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 35.55 | 2.14 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 33.88 | 1.53 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 32.22 | 1.57 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 30.55 | 1.64 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 28.88 | 1.75 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 27.22 | 1.86 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 25.55 | 1.97 | Evaluated earlier. + 176.67 | 105.55 | 23.88 | 2.11 | Evaluated earlier. + 176.67 | 107.31 | 40.64 | 2.35 | + 176.67 | 107.31 | 38.97 | 2.25 | + 176.67 | 107.31 | 37.31 | 2.05 | + 176.67 | 107.31 | 35.64 | 1.50 | + 176.67 | 107.31 | 33.97 | 1.52 | + 176.67 | 107.31 | 32.31 | 1.57 | + 176.67 | 107.31 | 30.64 | 1.66 | + 176.67 | 107.31 | 28.97 | 1.75 | + 176.67 | 107.31 | 27.31 | 1.87 | Evaluated earlier. + 176.67 | 107.31 | 25.64 | 1.97 | Evaluated earlier. + 176.67 | 109.06 | 42.40 | 2.27 | + 176.67 | 109.06 | 40.73 | 2.14 | + 176.67 | 109.06 | 39.06 | 1.97 | + 176.67 | 109.06 | 37.40 | 1.46 | + 176.67 | 109.06 | 35.73 | 1.48 | + 176.67 | 109.06 | 34.06 | 1.52 | + 176.67 | 109.06 | 32.40 | 1.58 | + 176.67 | 109.06 | 30.73 | 1.67 | + 176.67 | 109.06 | 29.06 | 1.77 | Evaluated earlier. + 176.67 | 109.06 | 27.40 | 1.88 | Evaluated earlier. + 176.67 | 110.82 | 44.16 | 2.24 | + 176.67 | 110.82 | 42.49 | 2.08 | + 176.67 | 110.82 | 40.82 | 1.89 | + 176.67 | 110.82 | 39.16 | 1.41 | + 176.67 | 110.82 | 37.49 | 1.47 | + 176.67 | 110.82 | 35.82 | 1.48 | + 176.67 | 110.82 | 34.16 | 1.53 | + 176.67 | 110.82 | 32.49 | 1.60 | + 176.67 | 110.82 | 30.82 | 1.69 | Evaluated earlier. + 176.67 | 110.82 | 29.16 | 1.78 | Evaluated earlier. + 176.67 | 112.58 | 45.91 | 2.23 | + 176.67 | 112.58 | 44.25 | 2.05 | + 176.67 | 112.58 | 42.58 | 1.84 | + 176.67 | 112.58 | 40.91 | 1.35 | + 176.67 | 112.58 | 39.25 | 1.41 | + 176.67 | 112.58 | 37.58 | 1.48 | + 176.67 | 112.58 | 35.91 | 1.50 | + 176.67 | 112.58 | 34.25 | 1.56 | + 176.67 | 112.58 | 32.58 | 1.63 | Evaluated earlier. + 176.67 | 112.58 | 30.91 | 1.71 | Evaluated earlier. + 176.67 | 114.34 | 47.67 | 2.21 | + 176.67 | 114.34 | 46.01 | 2.04 | + 176.67 | 114.34 | 44.34 | 1.82 | + 176.67 | 114.34 | 42.67 | 1.32 | + 176.67 | 114.34 | 41.01 | 1.37 | + 176.67 | 114.34 | 39.34 | 1.43 | + 176.67 | 114.34 | 37.67 | 1.51 | + 176.67 | 114.34 | 36.01 | 1.53 | + 176.67 | 114.34 | 34.34 | 1.59 | Evaluated earlier. + 176.67 | 114.34 | 32.67 | 1.66 | Evaluated earlier. + 176.67 | 116.10 | 49.43 | 2.21 | + 176.67 | 116.10 | 47.76 | 2.03 | + 176.67 | 116.10 | 46.10 | 1.81 | + 176.67 | 116.10 | 44.43 | 1.30 | + 176.67 | 116.10 | 42.76 | 1.33 | + 176.67 | 116.10 | 41.10 | 1.40 | + 176.67 | 116.10 | 39.43 | 1.47 | + 176.67 | 116.10 | 37.76 | 1.53 | + 176.67 | 116.10 | 36.10 | 1.56 | Evaluated earlier. + 176.67 | 116.10 | 34.43 | 1.63 | Evaluated earlier. + 176.67 | 117.86 | 51.19 | 2.21 | + 176.67 | 117.86 | 49.52 | 2.03 | + 176.67 | 117.86 | 47.85 | 1.81 | + 176.67 | 117.86 | 46.19 | 1.30 | + 176.67 | 117.86 | 44.52 | 1.32 | + 176.67 | 117.86 | 42.85 | 1.36 | + 176.67 | 117.86 | 41.19 | 1.44 | + 176.67 | 117.86 | 39.52 | 1.51 | + 176.67 | 117.86 | 37.86 | 1.54 | Evaluated earlier. + 176.67 | 117.86 | 36.19 | 1.60 | Evaluated earlier. + 176.67 | 119.61 | 52.95 | 2.23 | + 176.67 | 119.61 | 51.28 | 2.04 | + 176.67 | 119.61 | 49.61 | 1.81 | + 176.67 | 119.61 | 47.95 | 1.30 | + 176.67 | 119.61 | 46.28 | 1.31 | + 176.67 | 119.61 | 44.61 | 1.34 | + 176.67 | 119.61 | 42.95 | 1.41 | + 176.67 | 119.61 | 41.28 | 1.49 | + 176.67 | 119.61 | 39.61 | 1.56 | Evaluated earlier. + 176.67 | 119.61 | 37.95 | 1.59 | Evaluated earlier. + 176.67 | 121.37 | 54.70 | 2.26 | + 176.67 | 121.37 | 53.04 | 2.06 | + 176.67 | 121.37 | 51.37 | 1.82 | + 176.67 | 121.37 | 49.70 | 1.30 | + 176.67 | 121.37 | 48.04 | 1.31 | + 176.67 | 121.37 | 46.37 | 1.34 | + 176.67 | 121.37 | 44.70 | 1.39 | + 176.67 | 121.37 | 43.04 | 1.46 | + 176.67 | 121.37 | 41.37 | 1.54 | Evaluated earlier. + 176.67 | 121.37 | 39.70 | 1.59 | Evaluated earlier. + ---------|---------|---------|---------| + 179.06 | 105.55 | 38.88 | 2.72 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 37.22 | 2.55 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 35.55 | 2.35 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 33.88 | 1.70 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 32.22 | 1.77 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 30.55 | 1.89 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 28.88 | 2.03 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 27.22 | 2.17 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 25.55 | 2.34 | Evaluated earlier. + 179.06 | 105.55 | 23.88 | 2.53 | Evaluated earlier. + 179.06 | 107.31 | 40.64 | 2.58 | + 179.06 | 107.31 | 38.97 | 2.49 | + 179.06 | 107.31 | 37.31 | 2.22 | + 179.06 | 107.31 | 35.64 | 1.62 | + 179.06 | 107.31 | 33.97 | 1.69 | + 179.06 | 107.31 | 32.31 | 1.77 | + 179.06 | 107.31 | 30.64 | 1.89 | + 179.06 | 107.31 | 28.97 | 2.04 | + 179.06 | 107.31 | 27.31 | 2.18 | Evaluated earlier. + 179.06 | 107.31 | 25.64 | 2.34 | Evaluated earlier. + 179.06 | 109.06 | 42.40 | 2.46 | + 179.06 | 109.06 | 40.73 | 2.35 | + 179.06 | 109.06 | 39.06 | 2.18 | + 179.06 | 109.06 | 37.40 | 1.56 | + 179.06 | 109.06 | 35.73 | 1.61 | + 179.06 | 109.06 | 34.06 | 1.68 | + 179.06 | 109.06 | 32.40 | 1.78 | + 179.06 | 109.06 | 30.73 | 1.90 | + 179.06 | 109.06 | 29.06 | 2.05 | Evaluated earlier. + 179.06 | 109.06 | 27.40 | 2.19 | Evaluated earlier. + 179.06 | 110.82 | 44.16 | 2.38 | + 179.06 | 110.82 | 42.49 | 2.28 | + 179.06 | 110.82 | 40.82 | 2.08 | + 179.06 | 110.82 | 39.16 | 1.58 | + 179.06 | 110.82 | 37.49 | 1.56 | + 179.06 | 110.82 | 35.82 | 1.61 | + 179.06 | 110.82 | 34.16 | 1.70 | + 179.06 | 110.82 | 32.49 | 1.80 | + 179.06 | 110.82 | 30.82 | 1.92 | Evaluated earlier. + 179.06 | 110.82 | 29.16 | 2.07 | Evaluated earlier. + 179.06 | 112.58 | 45.91 | 2.33 | + 179.06 | 112.58 | 44.25 | 2.18 | + 179.06 | 112.58 | 42.58 | 2.01 | + 179.06 | 112.58 | 40.91 | 1.50 | + 179.06 | 112.58 | 39.25 | 1.56 | + 179.06 | 112.58 | 37.58 | 1.57 | + 179.06 | 112.58 | 35.91 | 1.64 | + 179.06 | 112.58 | 34.25 | 1.72 | + 179.06 | 112.58 | 32.58 | 1.83 | Evaluated earlier. + 179.06 | 112.58 | 30.91 | 1.96 | Evaluated earlier. + 179.06 | 114.34 | 47.67 | 2.30 | + 179.06 | 114.34 | 46.01 | 2.14 | + 179.06 | 114.34 | 44.34 | 1.94 | + 179.06 | 114.34 | 42.67 | 1.45 | + 179.06 | 114.34 | 41.01 | 1.51 | + 179.06 | 114.34 | 39.34 | 1.54 | + 179.06 | 114.34 | 37.67 | 1.59 | + 179.06 | 114.34 | 36.01 | 1.67 | + 179.06 | 114.34 | 34.34 | 1.75 | Evaluated earlier. + 179.06 | 114.34 | 32.67 | 1.87 | Evaluated earlier. + 179.06 | 116.10 | 49.43 | 2.29 | + 179.06 | 116.10 | 47.76 | 2.12 | + 179.06 | 116.10 | 46.10 | 1.91 | + 179.06 | 116.10 | 44.43 | 1.40 | + 179.06 | 116.10 | 42.76 | 1.46 | + 179.06 | 116.10 | 41.10 | 1.53 | + 179.06 | 116.10 | 39.43 | 1.56 | + 179.06 | 116.10 | 37.76 | 1.63 | + 179.06 | 116.10 | 36.10 | 1.70 | Evaluated earlier. + 179.06 | 116.10 | 34.43 | 1.80 | Evaluated earlier. + 179.06 | 117.86 | 51.19 | 2.28 | + 179.06 | 117.86 | 49.52 | 2.11 | + 179.06 | 117.86 | 47.85 | 1.89 | + 179.06 | 117.86 | 46.19 | 1.37 | + 179.06 | 117.86 | 44.52 | 1.42 | + 179.06 | 117.86 | 42.85 | 1.48 | + 179.06 | 117.86 | 41.19 | 1.57 | + 179.06 | 117.86 | 39.52 | 1.60 | + 179.06 | 117.86 | 37.86 | 1.67 | Evaluated earlier. + 179.06 | 117.86 | 36.19 | 1.75 | Evaluated earlier. + 179.06 | 119.61 | 52.95 | 2.28 | + 179.06 | 119.61 | 51.28 | 2.10 | + 179.06 | 119.61 | 49.61 | 1.88 | + 179.06 | 119.61 | 47.95 | 1.36 | + 179.06 | 119.61 | 46.28 | 1.39 | + 179.06 | 119.61 | 44.61 | 1.45 | + 179.06 | 119.61 | 42.95 | 1.53 | + 179.06 | 119.61 | 41.28 | 1.60 | + 179.06 | 119.61 | 39.61 | 1.64 | Evaluated earlier. + 179.06 | 119.61 | 37.95 | 1.72 | Evaluated earlier. + 179.06 | 121.37 | 54.70 | 2.29 | + 179.06 | 121.37 | 53.04 | 2.11 | + 179.06 | 121.37 | 51.37 | 1.88 | + 179.06 | 121.37 | 49.70 | 1.35 | + 179.06 | 121.37 | 48.04 | 1.38 | + 179.06 | 121.37 | 46.37 | 1.42 | + 179.06 | 121.37 | 44.70 | 1.50 | + 179.06 | 121.37 | 43.04 | 1.58 | + 179.06 | 121.37 | 41.37 | 1.62 | Evaluated earlier. + 179.06 | 121.37 | 39.70 | 1.69 | Evaluated earlier. + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 157.59 [m] + X maximum = 179.06 [m] + Y minimum = 103.79 [m] + Y maximum = 119.61 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 157.59 | 103.79 | 37.12 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 35.46 | 2.00 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 33.79 | 1.75 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 32.12 | 1.22 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 30.46 | 1.18 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 28.79 | 1.15 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 105.55 | 38.88 | 2.22 | Evaluated earlier. + 157.59 | 105.55 | 37.22 | 2.03 | Evaluated earlier. + 157.59 | 105.55 | 35.55 | 1.77 | Evaluated earlier. + 157.59 | 105.55 | 33.88 | 1.24 | Evaluated earlier. + 157.59 | 105.55 | 32.22 | 1.21 | Evaluated earlier. + 157.59 | 105.55 | 30.55 | 1.17 | Evaluated earlier. + 157.59 | 105.55 | 28.88 | 1.17 | Evaluated earlier. + 157.59 | 105.55 | 27.22 | 1.23 | Evaluated earlier. + 157.59 | 105.55 | 25.55 | 1.34 | Evaluated earlier. + 157.59 | 105.55 | 23.88 | 1.46 | Evaluated earlier. + 157.59 | 107.31 | 40.64 | 2.25 | Evaluated earlier. + 157.59 | 107.31 | 38.97 | 2.05 | Evaluated earlier. + 157.59 | 107.31 | 37.31 | 1.79 | Evaluated earlier. + 157.59 | 107.31 | 35.64 | 1.26 | Evaluated earlier. + 157.59 | 107.31 | 33.97 | 1.24 | Evaluated earlier. + 157.59 | 107.31 | 32.31 | 1.21 | Evaluated earlier. + 157.59 | 107.31 | 30.64 | 1.17 | Evaluated earlier. + 157.59 | 107.31 | 28.97 | 1.22 | Evaluated earlier. + 157.59 | 107.31 | 27.31 | 1.30 | Evaluated earlier. + 157.59 | 107.31 | 25.64 | 1.42 | Evaluated earlier. + 157.59 | 109.06 | 42.40 | 2.27 | Evaluated earlier. + 157.59 | 109.06 | 40.73 | 2.08 | Evaluated earlier. + 157.59 | 109.06 | 39.06 | 1.82 | Evaluated earlier. + 157.59 | 109.06 | 37.40 | 1.28 | Evaluated earlier. + 157.59 | 109.06 | 35.73 | 1.26 | Evaluated earlier. + 157.59 | 109.06 | 34.06 | 1.24 | Evaluated earlier. + 157.59 | 109.06 | 32.40 | 1.21 | Evaluated earlier. + 157.59 | 109.06 | 30.73 | 1.22 | Evaluated earlier. + 157.59 | 109.06 | 29.06 | 1.29 | Evaluated earlier. + 157.59 | 109.06 | 27.40 | 1.39 | Evaluated earlier. + 157.59 | 110.82 | 44.16 | 2.30 | Evaluated earlier. + 157.59 | 110.82 | 42.49 | 2.11 | Evaluated earlier. + 157.59 | 110.82 | 40.82 | 1.85 | Evaluated earlier. + 157.59 | 110.82 | 39.16 | 1.30 | Evaluated earlier. + 157.59 | 110.82 | 37.49 | 1.28 | Evaluated earlier. + 157.59 | 110.82 | 35.82 | 1.27 | Evaluated earlier. + 157.59 | 110.82 | 34.16 | 1.24 | Evaluated earlier. + 157.59 | 110.82 | 32.49 | 1.25 | Evaluated earlier. + 157.59 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 157.59 | 110.82 | 29.16 | 1.39 | Evaluated earlier. + 157.59 | 112.58 | 45.91 | 2.34 | Evaluated earlier. + 157.59 | 112.58 | 44.25 | 2.15 | Evaluated earlier. + 157.59 | 112.58 | 42.58 | 1.88 | Evaluated earlier. + 157.59 | 112.58 | 40.91 | 1.32 | Evaluated earlier. + 157.59 | 112.58 | 39.25 | 1.31 | Evaluated earlier. + 157.59 | 112.58 | 37.58 | 1.30 | Evaluated earlier. + 157.59 | 112.58 | 35.91 | 1.27 | Evaluated earlier. + 157.59 | 112.58 | 34.25 | 1.29 | Evaluated earlier. + 157.59 | 112.58 | 32.58 | 1.31 | Evaluated earlier. + 157.59 | 112.58 | 30.91 | 1.38 | Evaluated earlier. + 157.59 | 114.34 | 47.67 | 2.37 | Evaluated earlier. + 157.59 | 114.34 | 46.01 | 2.18 | Evaluated earlier. + 157.59 | 114.34 | 44.34 | 1.93 | Evaluated earlier. + 157.59 | 114.34 | 42.67 | 1.35 | Evaluated earlier. + 157.59 | 114.34 | 41.01 | 1.34 | Evaluated earlier. + 157.59 | 114.34 | 39.34 | 1.33 | Evaluated earlier. + 157.59 | 114.34 | 37.67 | 1.31 | Evaluated earlier. + 157.59 | 114.34 | 36.01 | 1.33 | Evaluated earlier. + 157.59 | 114.34 | 34.34 | 1.34 | Evaluated earlier. + 157.59 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 157.59 | 116.10 | 49.43 | 2.41 | Evaluated earlier. + 157.59 | 116.10 | 47.76 | 2.21 | Evaluated earlier. + 157.59 | 116.10 | 46.10 | 1.96 | Evaluated earlier. + 157.59 | 116.10 | 44.43 | 1.38 | Evaluated earlier. + 157.59 | 116.10 | 42.76 | 1.37 | Evaluated earlier. + 157.59 | 116.10 | 41.10 | 1.36 | Evaluated earlier. + 157.59 | 116.10 | 39.43 | 1.36 | Evaluated earlier. + 157.59 | 116.10 | 37.76 | 1.37 | Evaluated earlier. + 157.59 | 116.10 | 36.10 | 1.38 | Evaluated earlier. + 157.59 | 116.10 | 34.43 | 1.41 | Evaluated earlier. + 157.59 | 117.86 | 51.19 | 2.45 | Evaluated earlier. + 157.59 | 117.86 | 49.52 | 2.24 | Evaluated earlier. + 157.59 | 117.86 | 47.85 | 2.00 | Evaluated earlier. + 157.59 | 117.86 | 46.19 | 1.41 | Evaluated earlier. + 157.59 | 117.86 | 44.52 | 1.40 | Evaluated earlier. + 157.59 | 117.86 | 42.85 | 1.39 | Evaluated earlier. + 157.59 | 117.86 | 41.19 | 1.39 | Evaluated earlier. + 157.59 | 117.86 | 39.52 | 1.40 | Evaluated earlier. + 157.59 | 117.86 | 37.86 | 1.43 | Evaluated earlier. + 157.59 | 117.86 | 36.19 | 1.45 | Evaluated earlier. + 157.59 | 119.61 | 52.95 | 2.50 | Evaluated earlier. + 157.59 | 119.61 | 51.28 | 2.29 | Evaluated earlier. + 157.59 | 119.61 | 49.61 | 2.04 | Evaluated earlier. + 157.59 | 119.61 | 47.95 | 1.44 | Evaluated earlier. + 157.59 | 119.61 | 46.28 | 1.43 | Evaluated earlier. + 157.59 | 119.61 | 44.61 | 1.42 | Evaluated earlier. + 157.59 | 119.61 | 42.95 | 1.43 | Evaluated earlier. + 157.59 | 119.61 | 41.28 | 1.44 | Evaluated earlier. + 157.59 | 119.61 | 39.61 | 1.47 | Evaluated earlier. + 157.59 | 119.61 | 37.95 | 1.49 | Evaluated earlier. + ---------|---------|---------|---------| + 159.97 | 103.79 | 37.12 | 2.16 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 35.46 | 1.93 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 33.79 | 1.70 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 32.12 | 1.16 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 30.46 | 1.15 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 105.55 | 38.88 | 2.14 | Evaluated earlier. + 159.97 | 105.55 | 37.22 | 1.95 | Evaluated earlier. + 159.97 | 105.55 | 35.55 | 1.70 | Evaluated earlier. + 159.97 | 105.55 | 33.88 | 1.18 | Evaluated earlier. + 159.97 | 105.55 | 32.22 | 1.16 | Evaluated earlier. + 159.97 | 105.55 | 30.55 | 1.13 | Evaluated earlier. + 159.97 | 105.55 | 28.88 | 1.12 | Evaluated earlier. + 159.97 | 105.55 | 27.22 | 1.15 | Evaluated earlier. + 159.97 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 159.97 | 105.55 | 23.88 | 1.34 | Evaluated earlier. + 159.97 | 107.31 | 40.64 | 2.16 | Evaluated earlier. + 159.97 | 107.31 | 38.97 | 1.97 | Evaluated earlier. + 159.97 | 107.31 | 37.31 | 1.72 | Evaluated earlier. + 159.97 | 107.31 | 35.64 | 1.20 | Evaluated earlier. + 159.97 | 107.31 | 33.97 | 1.18 | Evaluated earlier. + 159.97 | 107.31 | 32.31 | 1.14 | Evaluated earlier. + 159.97 | 107.31 | 30.64 | 1.16 | Evaluated earlier. + 159.97 | 107.31 | 28.97 | 1.16 | Evaluated earlier. + 159.97 | 107.31 | 27.31 | 1.20 | Evaluated earlier. + 159.97 | 107.31 | 25.64 | 1.28 | Evaluated earlier. + 159.97 | 109.06 | 42.40 | 2.18 | Evaluated earlier. + 159.97 | 109.06 | 40.73 | 2.00 | Evaluated earlier. + 159.97 | 109.06 | 39.06 | 1.74 | Evaluated earlier. + 159.97 | 109.06 | 37.40 | 1.21 | Evaluated earlier. + 159.97 | 109.06 | 35.73 | 1.19 | Evaluated earlier. + 159.97 | 109.06 | 34.06 | 1.16 | Evaluated earlier. + 159.97 | 109.06 | 32.40 | 1.17 | Evaluated earlier. + 159.97 | 109.06 | 30.73 | 1.19 | Evaluated earlier. + 159.97 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 159.97 | 109.06 | 27.40 | 1.26 | Evaluated earlier. + 159.97 | 110.82 | 44.16 | 2.22 | Evaluated earlier. + 159.97 | 110.82 | 42.49 | 2.03 | Evaluated earlier. + 159.97 | 110.82 | 40.82 | 1.77 | Evaluated earlier. + 159.97 | 110.82 | 39.16 | 1.23 | Evaluated earlier. + 159.97 | 110.82 | 37.49 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 35.82 | 1.18 | Evaluated earlier. + 159.97 | 110.82 | 34.16 | 1.20 | Evaluated earlier. + 159.97 | 110.82 | 32.49 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 29.16 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 45.91 | 2.25 | Evaluated earlier. + 159.97 | 112.58 | 44.25 | 2.06 | Evaluated earlier. + 159.97 | 112.58 | 42.58 | 1.80 | Evaluated earlier. + 159.97 | 112.58 | 40.91 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 39.25 | 1.24 | Evaluated earlier. + 159.97 | 112.58 | 37.58 | 1.22 | Evaluated earlier. + 159.97 | 112.58 | 35.91 | 1.23 | Evaluated earlier. + 159.97 | 112.58 | 34.25 | 1.24 | Evaluated earlier. + 159.97 | 112.58 | 32.58 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 159.97 | 114.34 | 47.67 | 2.29 | Evaluated earlier. + 159.97 | 114.34 | 46.01 | 2.10 | Evaluated earlier. + 159.97 | 114.34 | 44.34 | 1.84 | Evaluated earlier. + 159.97 | 114.34 | 42.67 | 1.28 | Evaluated earlier. + 159.97 | 114.34 | 41.01 | 1.27 | Evaluated earlier. + 159.97 | 114.34 | 39.34 | 1.25 | Evaluated earlier. + 159.97 | 114.34 | 37.67 | 1.25 | Evaluated earlier. + 159.97 | 114.34 | 36.01 | 1.28 | Evaluated earlier. + 159.97 | 114.34 | 34.34 | 1.29 | Evaluated earlier. + 159.97 | 114.34 | 32.67 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 49.43 | 2.33 | Evaluated earlier. + 159.97 | 116.10 | 47.76 | 2.14 | Evaluated earlier. + 159.97 | 116.10 | 46.10 | 1.87 | Evaluated earlier. + 159.97 | 116.10 | 44.43 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 42.76 | 1.29 | Evaluated earlier. + 159.97 | 116.10 | 41.10 | 1.29 | Evaluated earlier. + 159.97 | 116.10 | 39.43 | 1.27 | Evaluated earlier. + 159.97 | 116.10 | 37.76 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 36.10 | 1.33 | Evaluated earlier. + 159.97 | 116.10 | 34.43 | 1.35 | Evaluated earlier. + 159.97 | 117.86 | 51.19 | 2.37 | Evaluated earlier. + 159.97 | 117.86 | 49.52 | 2.18 | Evaluated earlier. + 159.97 | 117.86 | 47.85 | 1.91 | Evaluated earlier. + 159.97 | 117.86 | 46.19 | 1.34 | Evaluated earlier. + 159.97 | 117.86 | 44.52 | 1.32 | Evaluated earlier. + 159.97 | 117.86 | 42.85 | 1.31 | Evaluated earlier. + 159.97 | 117.86 | 41.19 | 1.30 | Evaluated earlier. + 159.97 | 117.86 | 39.52 | 1.34 | Evaluated earlier. + 159.97 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 159.97 | 117.86 | 36.19 | 1.39 | Evaluated earlier. + 159.97 | 119.61 | 52.95 | 2.41 | Evaluated earlier. + 159.97 | 119.61 | 51.28 | 2.22 | Evaluated earlier. + 159.97 | 119.61 | 49.61 | 1.95 | Evaluated earlier. + 159.97 | 119.61 | 47.95 | 1.37 | Evaluated earlier. + 159.97 | 119.61 | 46.28 | 1.35 | Evaluated earlier. + 159.97 | 119.61 | 44.61 | 1.34 | Evaluated earlier. + 159.97 | 119.61 | 42.95 | 1.33 | Evaluated earlier. + 159.97 | 119.61 | 41.28 | 1.37 | Evaluated earlier. + 159.97 | 119.61 | 39.61 | 1.40 | Evaluated earlier. + 159.97 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + ---------|---------|---------|---------| + 162.36 | 103.79 | 37.12 | 2.08 | + ---------|---------|---------|---------| + 162.36 | 103.79 | 35.46 | 1.89 | + ---------|---------|---------|---------| + 162.36 | 103.79 | 33.79 | 1.65 | + ---------|---------|---------|---------| + 162.36 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 105.55 | 38.88 | 2.09 | Evaluated earlier. + 162.36 | 105.55 | 37.22 | 1.90 | Evaluated earlier. + 162.36 | 105.55 | 35.55 | 1.65 | Evaluated earlier. + 162.36 | 105.55 | 33.88 | 1.14 | Evaluated earlier. + 162.36 | 105.55 | 32.22 | 1.11 | Evaluated earlier. + 162.36 | 105.55 | 30.55 | 1.12 | Evaluated earlier. + 162.36 | 105.55 | 28.88 | 1.15 | Evaluated earlier. + 162.36 | 105.55 | 27.22 | 1.17 | Evaluated earlier. + 162.36 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 162.36 | 105.55 | 23.88 | 1.30 | Evaluated earlier. + 162.36 | 107.31 | 40.64 | 2.12 | Evaluated earlier. + 162.36 | 107.31 | 38.97 | 1.92 | Evaluated earlier. + 162.36 | 107.31 | 37.31 | 1.66 | Evaluated earlier. + 162.36 | 107.31 | 35.64 | 1.15 | Evaluated earlier. + 162.36 | 107.31 | 33.97 | 1.11 | Evaluated earlier. + 162.36 | 107.31 | 32.31 | 1.12 | Evaluated earlier. + 162.36 | 107.31 | 30.64 | 1.15 | Evaluated earlier. + 162.36 | 107.31 | 28.97 | 1.17 | Evaluated earlier. + 162.36 | 107.31 | 27.31 | 1.19 | Evaluated earlier. + 162.36 | 107.31 | 25.64 | 1.25 | Evaluated earlier. + 162.36 | 109.06 | 42.40 | 2.14 | Evaluated earlier. + 162.36 | 109.06 | 40.73 | 1.94 | Evaluated earlier. + 162.36 | 109.06 | 39.06 | 1.69 | Evaluated earlier. + 162.36 | 109.06 | 37.40 | 1.17 | Evaluated earlier. + 162.36 | 109.06 | 35.73 | 1.13 | Evaluated earlier. + 162.36 | 109.06 | 34.06 | 1.13 | Evaluated earlier. + 162.36 | 109.06 | 32.40 | 1.15 | Evaluated earlier. + 162.36 | 109.06 | 30.73 | 1.18 | Evaluated earlier. + 162.36 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 162.36 | 109.06 | 27.40 | 1.23 | Evaluated earlier. + 162.36 | 110.82 | 44.16 | 2.17 | Evaluated earlier. + 162.36 | 110.82 | 42.49 | 1.97 | Evaluated earlier. + 162.36 | 110.82 | 40.82 | 1.71 | Evaluated earlier. + 162.36 | 110.82 | 39.16 | 1.19 | Evaluated earlier. + 162.36 | 110.82 | 37.49 | 1.17 | Evaluated earlier. + 162.36 | 110.82 | 35.82 | 1.14 | Evaluated earlier. + 162.36 | 110.82 | 34.16 | 1.17 | Evaluated earlier. + 162.36 | 110.82 | 32.49 | 1.20 | Evaluated earlier. + 162.36 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 162.36 | 110.82 | 29.16 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 45.91 | 2.20 | Evaluated earlier. + 162.36 | 112.58 | 44.25 | 2.00 | Evaluated earlier. + 162.36 | 112.58 | 42.58 | 1.74 | Evaluated earlier. + 162.36 | 112.58 | 40.91 | 1.21 | Evaluated earlier. + 162.36 | 112.58 | 39.25 | 1.19 | Evaluated earlier. + 162.36 | 112.58 | 37.58 | 1.17 | Evaluated earlier. + 162.36 | 112.58 | 35.91 | 1.19 | Evaluated earlier. + 162.36 | 112.58 | 34.25 | 1.22 | Evaluated earlier. + 162.36 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 47.67 | 2.24 | Evaluated earlier. + 162.36 | 114.34 | 46.01 | 2.03 | Evaluated earlier. + 162.36 | 114.34 | 44.34 | 1.77 | Evaluated earlier. + 162.36 | 114.34 | 42.67 | 1.24 | Evaluated earlier. + 162.36 | 114.34 | 41.01 | 1.22 | Evaluated earlier. + 162.36 | 114.34 | 39.34 | 1.18 | Evaluated earlier. + 162.36 | 114.34 | 37.67 | 1.21 | Evaluated earlier. + 162.36 | 114.34 | 36.01 | 1.24 | Evaluated earlier. + 162.36 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 49.43 | 2.27 | Evaluated earlier. + 162.36 | 116.10 | 47.76 | 2.06 | Evaluated earlier. + 162.36 | 116.10 | 46.10 | 1.81 | Evaluated earlier. + 162.36 | 116.10 | 44.43 | 1.26 | Evaluated earlier. + 162.36 | 116.10 | 42.76 | 1.24 | Evaluated earlier. + 162.36 | 116.10 | 41.10 | 1.21 | Evaluated earlier. + 162.36 | 116.10 | 39.43 | 1.23 | Evaluated earlier. + 162.36 | 116.10 | 37.76 | 1.26 | Evaluated earlier. + 162.36 | 116.10 | 36.10 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 51.19 | 2.30 | Evaluated earlier. + 162.36 | 117.86 | 49.52 | 2.10 | Evaluated earlier. + 162.36 | 117.86 | 47.85 | 1.84 | Evaluated earlier. + 162.36 | 117.86 | 46.19 | 1.28 | Evaluated earlier. + 162.36 | 117.86 | 44.52 | 1.27 | Evaluated earlier. + 162.36 | 117.86 | 42.85 | 1.23 | Evaluated earlier. + 162.36 | 117.86 | 41.19 | 1.26 | Evaluated earlier. + 162.36 | 117.86 | 39.52 | 1.29 | Evaluated earlier. + 162.36 | 117.86 | 37.86 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 36.19 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 52.95 | 2.34 | Evaluated earlier. + 162.36 | 119.61 | 51.28 | 2.14 | Evaluated earlier. + 162.36 | 119.61 | 49.61 | 1.87 | Evaluated earlier. + 162.36 | 119.61 | 47.95 | 1.31 | Evaluated earlier. + 162.36 | 119.61 | 46.28 | 1.29 | Evaluated earlier. + 162.36 | 119.61 | 44.61 | 1.26 | Evaluated earlier. + 162.36 | 119.61 | 42.95 | 1.28 | Evaluated earlier. + 162.36 | 119.61 | 41.28 | 1.31 | Evaluated earlier. + 162.36 | 119.61 | 39.61 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 37.95 | 1.38 | Evaluated earlier. + ---------|---------|---------|---------| + 164.74 | 103.79 | 37.12 | 2.06 | + ---------|---------|---------|---------| + 164.74 | 103.79 | 35.46 | 1.90 | + ---------|---------|---------|---------| + 164.74 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 105.55 | 38.88 | 2.09 | Evaluated earlier. + 164.74 | 105.55 | 37.22 | 1.88 | Evaluated earlier. + 164.74 | 105.55 | 35.55 | 1.64 | Evaluated earlier. + 164.74 | 105.55 | 33.88 | 1.10 | Evaluated earlier. + 164.74 | 105.55 | 32.22 | 1.13 | Evaluated earlier. + 164.74 | 105.55 | 30.55 | 1.13 | Evaluated earlier. + 164.74 | 105.55 | 28.88 | 1.18 | Evaluated earlier. + 164.74 | 105.55 | 27.22 | 1.24 | Evaluated earlier. + 164.74 | 105.55 | 25.55 | 1.31 | Evaluated earlier. + 164.74 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 164.74 | 107.31 | 40.64 | 2.09 | Evaluated earlier. + 164.74 | 107.31 | 38.97 | 1.89 | Evaluated earlier. + 164.74 | 107.31 | 37.31 | 1.63 | Evaluated earlier. + 164.74 | 107.31 | 35.64 | 1.11 | Evaluated earlier. + 164.74 | 107.31 | 33.97 | 1.11 | Evaluated earlier. + 164.74 | 107.31 | 32.31 | 1.13 | Evaluated earlier. + 164.74 | 107.31 | 30.64 | 1.16 | Evaluated earlier. + 164.74 | 107.31 | 28.97 | 1.21 | Evaluated earlier. + 164.74 | 107.31 | 27.31 | 1.27 | Evaluated earlier. + 164.74 | 107.31 | 25.64 | 1.32 | Evaluated earlier. + 164.74 | 109.06 | 42.40 | 2.11 | Evaluated earlier. + 164.74 | 109.06 | 40.73 | 1.91 | Evaluated earlier. + 164.74 | 109.06 | 39.06 | 1.66 | Evaluated earlier. + 164.74 | 109.06 | 37.40 | 1.13 | Evaluated earlier. + 164.74 | 109.06 | 35.73 | 1.12 | Evaluated earlier. + 164.74 | 109.06 | 34.06 | 1.13 | Evaluated earlier. + 164.74 | 109.06 | 32.40 | 1.16 | Evaluated earlier. + 164.74 | 109.06 | 30.73 | 1.20 | Evaluated earlier. + 164.74 | 109.06 | 29.06 | 1.25 | Evaluated earlier. + 164.74 | 109.06 | 27.40 | 1.29 | Evaluated earlier. + 164.74 | 110.82 | 44.16 | 2.13 | Evaluated earlier. + 164.74 | 110.82 | 42.49 | 1.93 | Evaluated earlier. + 164.74 | 110.82 | 40.82 | 1.67 | Evaluated earlier. + 164.74 | 110.82 | 39.16 | 1.17 | Evaluated earlier. + 164.74 | 110.82 | 37.49 | 1.13 | Evaluated earlier. + 164.74 | 110.82 | 35.82 | 1.14 | Evaluated earlier. + 164.74 | 110.82 | 34.16 | 1.16 | Evaluated earlier. + 164.74 | 110.82 | 32.49 | 1.20 | Evaluated earlier. + 164.74 | 110.82 | 30.82 | 1.24 | Evaluated earlier. + 164.74 | 110.82 | 29.16 | 1.28 | Evaluated earlier. + 164.74 | 112.58 | 45.91 | 2.16 | Evaluated earlier. + 164.74 | 112.58 | 44.25 | 1.95 | Evaluated earlier. + 164.74 | 112.58 | 42.58 | 1.70 | Evaluated earlier. + 164.74 | 112.58 | 40.91 | 1.19 | Evaluated earlier. + 164.74 | 112.58 | 39.25 | 1.14 | Evaluated earlier. + 164.74 | 112.58 | 37.58 | 1.15 | Evaluated earlier. + 164.74 | 112.58 | 35.91 | 1.18 | Evaluated earlier. + 164.74 | 112.58 | 34.25 | 1.21 | Evaluated earlier. + 164.74 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 164.74 | 112.58 | 30.91 | 1.28 | Evaluated earlier. + 164.74 | 114.34 | 47.67 | 2.19 | Evaluated earlier. + 164.74 | 114.34 | 46.01 | 1.98 | Evaluated earlier. + 164.74 | 114.34 | 44.34 | 1.73 | Evaluated earlier. + 164.74 | 114.34 | 42.67 | 1.20 | Evaluated earlier. + 164.74 | 114.34 | 41.01 | 1.16 | Evaluated earlier. + 164.74 | 114.34 | 39.34 | 1.17 | Evaluated earlier. + 164.74 | 114.34 | 37.67 | 1.19 | Evaluated earlier. + 164.74 | 114.34 | 36.01 | 1.22 | Evaluated earlier. + 164.74 | 114.34 | 34.34 | 1.26 | Evaluated earlier. + 164.74 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 164.74 | 116.10 | 49.43 | 2.22 | Evaluated earlier. + 164.74 | 116.10 | 47.76 | 2.01 | Evaluated earlier. + 164.74 | 116.10 | 46.10 | 1.76 | Evaluated earlier. + 164.74 | 116.10 | 44.43 | 1.23 | Evaluated earlier. + 164.74 | 116.10 | 42.76 | 1.18 | Evaluated earlier. + 164.74 | 116.10 | 41.10 | 1.19 | Evaluated earlier. + 164.74 | 116.10 | 39.43 | 1.21 | Evaluated earlier. + 164.74 | 116.10 | 37.76 | 1.24 | Evaluated earlier. + 164.74 | 116.10 | 36.10 | 1.27 | Evaluated earlier. + 164.74 | 116.10 | 34.43 | 1.31 | Evaluated earlier. + 164.74 | 117.86 | 51.19 | 2.26 | Evaluated earlier. + 164.74 | 117.86 | 49.52 | 2.05 | Evaluated earlier. + 164.74 | 117.86 | 47.85 | 1.79 | Evaluated earlier. + 164.74 | 117.86 | 46.19 | 1.25 | Evaluated earlier. + 164.74 | 117.86 | 44.52 | 1.22 | Evaluated earlier. + 164.74 | 117.86 | 42.85 | 1.21 | Evaluated earlier. + 164.74 | 117.86 | 41.19 | 1.23 | Evaluated earlier. + 164.74 | 117.86 | 39.52 | 1.26 | Evaluated earlier. + 164.74 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 164.74 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 164.74 | 119.61 | 52.95 | 2.29 | Evaluated earlier. + 164.74 | 119.61 | 51.28 | 2.08 | Evaluated earlier. + 164.74 | 119.61 | 49.61 | 1.82 | Evaluated earlier. + 164.74 | 119.61 | 47.95 | 1.27 | Evaluated earlier. + 164.74 | 119.61 | 46.28 | 1.25 | Evaluated earlier. + 164.74 | 119.61 | 44.61 | 1.23 | Evaluated earlier. + 164.74 | 119.61 | 42.95 | 1.25 | Evaluated earlier. + 164.74 | 119.61 | 41.28 | 1.28 | Evaluated earlier. + 164.74 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 164.74 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + ---------|---------|---------|---------| + 167.13 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 105.55 | 38.88 | 2.06 | Evaluated earlier. + 167.13 | 105.55 | 37.22 | 1.88 | Evaluated earlier. + 167.13 | 105.55 | 35.55 | 1.61 | Evaluated earlier. + 167.13 | 105.55 | 33.88 | 1.14 | Evaluated earlier. + 167.13 | 105.55 | 32.22 | 1.16 | Evaluated earlier. + 167.13 | 105.55 | 30.55 | 1.19 | Evaluated earlier. + 167.13 | 105.55 | 28.88 | 1.27 | Evaluated earlier. + 167.13 | 105.55 | 27.22 | 1.35 | Evaluated earlier. + 167.13 | 105.55 | 25.55 | 1.35 | Evaluated earlier. + 167.13 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 40.64 | 2.08 | Evaluated earlier. + 167.13 | 107.31 | 38.97 | 1.88 | Evaluated earlier. + 167.13 | 107.31 | 37.31 | 1.61 | Evaluated earlier. + 167.13 | 107.31 | 35.64 | 1.13 | Evaluated earlier. + 167.13 | 107.31 | 33.97 | 1.14 | Evaluated earlier. + 167.13 | 107.31 | 32.31 | 1.17 | Evaluated earlier. + 167.13 | 107.31 | 30.64 | 1.22 | Evaluated earlier. + 167.13 | 107.31 | 28.97 | 1.29 | Evaluated earlier. + 167.13 | 107.31 | 27.31 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 25.64 | 1.36 | Evaluated earlier. + 167.13 | 109.06 | 42.40 | 2.10 | Evaluated earlier. + 167.13 | 109.06 | 40.73 | 1.89 | Evaluated earlier. + 167.13 | 109.06 | 39.06 | 1.65 | Evaluated earlier. + 167.13 | 109.06 | 37.40 | 1.13 | Evaluated earlier. + 167.13 | 109.06 | 35.73 | 1.14 | Evaluated earlier. + 167.13 | 109.06 | 34.06 | 1.15 | Evaluated earlier. + 167.13 | 109.06 | 32.40 | 1.19 | Evaluated earlier. + 167.13 | 109.06 | 30.73 | 1.25 | Evaluated earlier. + 167.13 | 109.06 | 29.06 | 1.32 | Evaluated earlier. + 167.13 | 109.06 | 27.40 | 1.40 | Evaluated earlier. + 167.13 | 110.82 | 44.16 | 2.11 | Evaluated earlier. + 167.13 | 110.82 | 42.49 | 1.91 | Evaluated earlier. + 167.13 | 110.82 | 40.82 | 1.66 | Evaluated earlier. + 167.13 | 110.82 | 39.16 | 1.14 | Evaluated earlier. + 167.13 | 110.82 | 37.49 | 1.14 | Evaluated earlier. + 167.13 | 110.82 | 35.82 | 1.15 | Evaluated earlier. + 167.13 | 110.82 | 34.16 | 1.18 | Evaluated earlier. + 167.13 | 110.82 | 32.49 | 1.23 | Evaluated earlier. + 167.13 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 167.13 | 110.82 | 29.16 | 1.36 | Evaluated earlier. + 167.13 | 112.58 | 45.91 | 2.13 | Evaluated earlier. + 167.13 | 112.58 | 44.25 | 1.93 | Evaluated earlier. + 167.13 | 112.58 | 42.58 | 1.68 | Evaluated earlier. + 167.13 | 112.58 | 40.91 | 1.15 | Evaluated earlier. + 167.13 | 112.58 | 39.25 | 1.15 | Evaluated earlier. + 167.13 | 112.58 | 37.58 | 1.16 | Evaluated earlier. + 167.13 | 112.58 | 35.91 | 1.19 | Evaluated earlier. + 167.13 | 112.58 | 34.25 | 1.22 | Evaluated earlier. + 167.13 | 112.58 | 32.58 | 1.27 | Evaluated earlier. + 167.13 | 112.58 | 30.91 | 1.33 | Evaluated earlier. + 167.13 | 114.34 | 47.67 | 2.16 | Evaluated earlier. + 167.13 | 114.34 | 46.01 | 1.96 | Evaluated earlier. + 167.13 | 114.34 | 44.34 | 1.70 | Evaluated earlier. + 167.13 | 114.34 | 42.67 | 1.16 | Evaluated earlier. + 167.13 | 114.34 | 41.01 | 1.16 | Evaluated earlier. + 167.13 | 114.34 | 39.34 | 1.17 | Evaluated earlier. + 167.13 | 114.34 | 37.67 | 1.19 | Evaluated earlier. + 167.13 | 114.34 | 36.01 | 1.23 | Evaluated earlier. + 167.13 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 167.13 | 114.34 | 32.67 | 1.32 | Evaluated earlier. + 167.13 | 116.10 | 49.43 | 2.19 | Evaluated earlier. + 167.13 | 116.10 | 47.76 | 1.98 | Evaluated earlier. + 167.13 | 116.10 | 46.10 | 1.73 | Evaluated earlier. + 167.13 | 116.10 | 44.43 | 1.20 | Evaluated earlier. + 167.13 | 116.10 | 42.76 | 1.17 | Evaluated earlier. + 167.13 | 116.10 | 41.10 | 1.18 | Evaluated earlier. + 167.13 | 116.10 | 39.43 | 1.21 | Evaluated earlier. + 167.13 | 116.10 | 37.76 | 1.24 | Evaluated earlier. + 167.13 | 116.10 | 36.10 | 1.28 | Evaluated earlier. + 167.13 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 167.13 | 117.86 | 51.19 | 2.22 | Evaluated earlier. + 167.13 | 117.86 | 49.52 | 2.01 | Evaluated earlier. + 167.13 | 117.86 | 47.85 | 1.75 | Evaluated earlier. + 167.13 | 117.86 | 46.19 | 1.22 | Evaluated earlier. + 167.13 | 117.86 | 44.52 | 1.19 | Evaluated earlier. + 167.13 | 117.86 | 42.85 | 1.20 | Evaluated earlier. + 167.13 | 117.86 | 41.19 | 1.23 | Evaluated earlier. + 167.13 | 117.86 | 39.52 | 1.25 | Evaluated earlier. + 167.13 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 167.13 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 167.13 | 119.61 | 52.95 | 2.25 | Evaluated earlier. + 167.13 | 119.61 | 51.28 | 2.04 | Evaluated earlier. + 167.13 | 119.61 | 49.61 | 1.78 | Evaluated earlier. + 167.13 | 119.61 | 47.95 | 1.25 | Evaluated earlier. + 167.13 | 119.61 | 46.28 | 1.21 | Evaluated earlier. + 167.13 | 119.61 | 44.61 | 1.22 | Evaluated earlier. + 167.13 | 119.61 | 42.95 | 1.24 | Evaluated earlier. + 167.13 | 119.61 | 41.28 | 1.27 | Evaluated earlier. + 167.13 | 119.61 | 39.61 | 1.31 | Evaluated earlier. + 167.13 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + ---------|---------|---------|---------| + 169.51 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 105.55 | 38.88 | 2.09 | Evaluated earlier. + 169.51 | 105.55 | 37.22 | 1.91 | Evaluated earlier. + 169.51 | 105.55 | 35.55 | 1.67 | Evaluated earlier. + 169.51 | 105.55 | 33.88 | 1.19 | Evaluated earlier. + 169.51 | 105.55 | 32.22 | 1.23 | Evaluated earlier. + 169.51 | 105.55 | 30.55 | 1.30 | Evaluated earlier. + 169.51 | 105.55 | 28.88 | 1.43 | Evaluated earlier. + 169.51 | 105.55 | 27.22 | 1.37 | Evaluated earlier. + 169.51 | 105.55 | 25.55 | 1.41 | Evaluated earlier. + 169.51 | 105.55 | 23.88 | 1.47 | Evaluated earlier. + 169.51 | 107.31 | 40.64 | 2.10 | Evaluated earlier. + 169.51 | 107.31 | 38.97 | 1.86 | Evaluated earlier. + 169.51 | 107.31 | 37.31 | 1.67 | Evaluated earlier. + 169.51 | 107.31 | 35.64 | 1.17 | Evaluated earlier. + 169.51 | 107.31 | 33.97 | 1.20 | Evaluated earlier. + 169.51 | 107.31 | 32.31 | 1.24 | Evaluated earlier. + 169.51 | 107.31 | 30.64 | 1.32 | Evaluated earlier. + 169.51 | 107.31 | 28.97 | 1.41 | Evaluated earlier. + 169.51 | 107.31 | 27.31 | 1.39 | Evaluated earlier. + 169.51 | 107.31 | 25.64 | 1.43 | Evaluated earlier. + 169.51 | 109.06 | 42.40 | 2.10 | Evaluated earlier. + 169.51 | 109.06 | 40.73 | 1.90 | Evaluated earlier. + 169.51 | 109.06 | 39.06 | 1.64 | Evaluated earlier. + 169.51 | 109.06 | 37.40 | 1.17 | Evaluated earlier. + 169.51 | 109.06 | 35.73 | 1.18 | Evaluated earlier. + 169.51 | 109.06 | 34.06 | 1.21 | Evaluated earlier. + 169.51 | 109.06 | 32.40 | 1.27 | Evaluated earlier. + 169.51 | 109.06 | 30.73 | 1.35 | Evaluated earlier. + 169.51 | 109.06 | 29.06 | 1.41 | Evaluated earlier. + 169.51 | 109.06 | 27.40 | 1.41 | Evaluated earlier. + 169.51 | 110.82 | 44.16 | 2.11 | Evaluated earlier. + 169.51 | 110.82 | 42.49 | 1.91 | Evaluated earlier. + 169.51 | 110.82 | 40.82 | 1.65 | Evaluated earlier. + 169.51 | 110.82 | 39.16 | 1.16 | Evaluated earlier. + 169.51 | 110.82 | 37.49 | 1.17 | Evaluated earlier. + 169.51 | 110.82 | 35.82 | 1.19 | Evaluated earlier. + 169.51 | 110.82 | 34.16 | 1.24 | Evaluated earlier. + 169.51 | 110.82 | 32.49 | 1.31 | Evaluated earlier. + 169.51 | 110.82 | 30.82 | 1.38 | Evaluated earlier. + 169.51 | 110.82 | 29.16 | 1.40 | Evaluated earlier. + 169.51 | 112.58 | 45.91 | 2.13 | Evaluated earlier. + 169.51 | 112.58 | 44.25 | 1.93 | Evaluated earlier. + 169.51 | 112.58 | 42.58 | 1.66 | Evaluated earlier. + 169.51 | 112.58 | 40.91 | 1.16 | Evaluated earlier. + 169.51 | 112.58 | 39.25 | 1.17 | Evaluated earlier. + 169.51 | 112.58 | 37.58 | 1.19 | Evaluated earlier. + 169.51 | 112.58 | 35.91 | 1.22 | Evaluated earlier. + 169.51 | 112.58 | 34.25 | 1.28 | Evaluated earlier. + 169.51 | 112.58 | 32.58 | 1.35 | Evaluated earlier. + 169.51 | 112.58 | 30.91 | 1.42 | Evaluated earlier. + 169.51 | 114.34 | 47.67 | 2.14 | Evaluated earlier. + 169.51 | 114.34 | 46.01 | 1.95 | Evaluated earlier. + 169.51 | 114.34 | 44.34 | 1.68 | Evaluated earlier. + 169.51 | 114.34 | 42.67 | 1.18 | Evaluated earlier. + 169.51 | 114.34 | 41.01 | 1.17 | Evaluated earlier. + 169.51 | 114.34 | 39.34 | 1.19 | Evaluated earlier. + 169.51 | 114.34 | 37.67 | 1.22 | Evaluated earlier. + 169.51 | 114.34 | 36.01 | 1.26 | Evaluated earlier. + 169.51 | 114.34 | 34.34 | 1.32 | Evaluated earlier. + 169.51 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 169.51 | 116.10 | 49.43 | 2.17 | Evaluated earlier. + 169.51 | 116.10 | 47.76 | 1.96 | Evaluated earlier. + 169.51 | 116.10 | 46.10 | 1.72 | Evaluated earlier. + 169.51 | 116.10 | 44.43 | 1.18 | Evaluated earlier. + 169.51 | 116.10 | 42.76 | 1.19 | Evaluated earlier. + 169.51 | 116.10 | 41.10 | 1.19 | Evaluated earlier. + 169.51 | 116.10 | 39.43 | 1.23 | Evaluated earlier. + 169.51 | 116.10 | 37.76 | 1.27 | Evaluated earlier. + 169.51 | 116.10 | 36.10 | 1.31 | Evaluated earlier. + 169.51 | 116.10 | 34.43 | 1.37 | Evaluated earlier. + 169.51 | 117.86 | 51.19 | 2.20 | Evaluated earlier. + 169.51 | 117.86 | 49.52 | 1.99 | Evaluated earlier. + 169.51 | 117.86 | 47.85 | 1.74 | Evaluated earlier. + 169.51 | 117.86 | 46.19 | 1.20 | Evaluated earlier. + 169.51 | 117.86 | 44.52 | 1.20 | Evaluated earlier. + 169.51 | 117.86 | 42.85 | 1.21 | Evaluated earlier. + 169.51 | 117.86 | 41.19 | 1.24 | Evaluated earlier. + 169.51 | 117.86 | 39.52 | 1.27 | Evaluated earlier. + 169.51 | 117.86 | 37.86 | 1.31 | Evaluated earlier. + 169.51 | 117.86 | 36.19 | 1.36 | Evaluated earlier. + 169.51 | 119.61 | 52.95 | 2.23 | Evaluated earlier. + 169.51 | 119.61 | 51.28 | 2.02 | Evaluated earlier. + 169.51 | 119.61 | 49.61 | 1.77 | Evaluated earlier. + 169.51 | 119.61 | 47.95 | 1.21 | Evaluated earlier. + 169.51 | 119.61 | 46.28 | 1.21 | Evaluated earlier. + 169.51 | 119.61 | 44.61 | 1.22 | Evaluated earlier. + 169.51 | 119.61 | 42.95 | 1.25 | Evaluated earlier. + 169.51 | 119.61 | 41.28 | 1.28 | Evaluated earlier. + 169.51 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 169.51 | 119.61 | 37.95 | 1.36 | Evaluated earlier. + ---------|---------|---------|---------| + 171.90 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 105.55 | 38.88 | 2.13 | Evaluated earlier. + 171.90 | 105.55 | 37.22 | 1.97 | Evaluated earlier. + 171.90 | 105.55 | 35.55 | 1.77 | Evaluated earlier. + 171.90 | 105.55 | 33.88 | 1.31 | Evaluated earlier. + 171.90 | 105.55 | 32.22 | 1.35 | Evaluated earlier. + 171.90 | 105.55 | 30.55 | 1.37 | Evaluated earlier. + 171.90 | 105.55 | 28.88 | 1.42 | Evaluated earlier. + 171.90 | 105.55 | 27.22 | 1.47 | Evaluated earlier. + 171.90 | 105.55 | 25.55 | 1.53 | Evaluated earlier. + 171.90 | 105.55 | 23.88 | 1.61 | Evaluated earlier. + 171.90 | 107.31 | 40.64 | 2.11 | Evaluated earlier. + 171.90 | 107.31 | 38.97 | 1.94 | Evaluated earlier. + 171.90 | 107.31 | 37.31 | 1.73 | Evaluated earlier. + 171.90 | 107.31 | 35.64 | 1.24 | Evaluated earlier. + 171.90 | 107.31 | 33.97 | 1.31 | Evaluated earlier. + 171.90 | 107.31 | 32.31 | 1.37 | Evaluated earlier. + 171.90 | 107.31 | 30.64 | 1.39 | Evaluated earlier. + 171.90 | 107.31 | 28.97 | 1.43 | Evaluated earlier. + 171.90 | 107.31 | 27.31 | 1.48 | Evaluated earlier. + 171.90 | 107.31 | 25.64 | 1.55 | Evaluated earlier. + 171.90 | 109.06 | 42.40 | 2.11 | Evaluated earlier. + 171.90 | 109.06 | 40.73 | 1.93 | Evaluated earlier. + 171.90 | 109.06 | 39.06 | 1.70 | Evaluated earlier. + 171.90 | 109.06 | 37.40 | 1.22 | Evaluated earlier. + 171.90 | 109.06 | 35.73 | 1.25 | Evaluated earlier. + 171.90 | 109.06 | 34.06 | 1.31 | Evaluated earlier. + 171.90 | 109.06 | 32.40 | 1.40 | Evaluated earlier. + 171.90 | 109.06 | 30.73 | 1.40 | Evaluated earlier. + 171.90 | 109.06 | 29.06 | 1.45 | Evaluated earlier. + 171.90 | 109.06 | 27.40 | 1.50 | Evaluated earlier. + 171.90 | 110.82 | 44.16 | 2.14 | Evaluated earlier. + 171.90 | 110.82 | 42.49 | 1.91 | Evaluated earlier. + 171.90 | 110.82 | 40.82 | 1.69 | Evaluated earlier. + 171.90 | 110.82 | 39.16 | 1.21 | Evaluated earlier. + 171.90 | 110.82 | 37.49 | 1.22 | Evaluated earlier. + 171.90 | 110.82 | 35.82 | 1.27 | Evaluated earlier. + 171.90 | 110.82 | 34.16 | 1.34 | Evaluated earlier. + 171.90 | 110.82 | 32.49 | 1.42 | Evaluated earlier. + 171.90 | 110.82 | 30.82 | 1.43 | Evaluated earlier. + 171.90 | 110.82 | 29.16 | 1.47 | Evaluated earlier. + 171.90 | 112.58 | 45.91 | 2.14 | Evaluated earlier. + 171.90 | 112.58 | 44.25 | 1.92 | Evaluated earlier. + 171.90 | 112.58 | 42.58 | 1.69 | Evaluated earlier. + 171.90 | 112.58 | 40.91 | 1.21 | Evaluated earlier. + 171.90 | 112.58 | 39.25 | 1.21 | Evaluated earlier. + 171.90 | 112.58 | 37.58 | 1.24 | Evaluated earlier. + 171.90 | 112.58 | 35.91 | 1.30 | Evaluated earlier. + 171.90 | 112.58 | 34.25 | 1.38 | Evaluated earlier. + 171.90 | 112.58 | 32.58 | 1.46 | Evaluated earlier. + 171.90 | 112.58 | 30.91 | 1.45 | Evaluated earlier. + 171.90 | 114.34 | 47.67 | 2.15 | Evaluated earlier. + 171.90 | 114.34 | 46.01 | 1.94 | Evaluated earlier. + 171.90 | 114.34 | 44.34 | 1.70 | Evaluated earlier. + 171.90 | 114.34 | 42.67 | 1.20 | Evaluated earlier. + 171.90 | 114.34 | 41.01 | 1.21 | Evaluated earlier. + 171.90 | 114.34 | 39.34 | 1.23 | Evaluated earlier. + 171.90 | 114.34 | 37.67 | 1.28 | Evaluated earlier. + 171.90 | 114.34 | 36.01 | 1.34 | Evaluated earlier. + 171.90 | 114.34 | 34.34 | 1.42 | Evaluated earlier. + 171.90 | 114.34 | 32.67 | 1.46 | Evaluated earlier. + 171.90 | 116.10 | 49.43 | 2.18 | Evaluated earlier. + 171.90 | 116.10 | 47.76 | 1.97 | Evaluated earlier. + 171.90 | 116.10 | 46.10 | 1.71 | Evaluated earlier. + 171.90 | 116.10 | 44.43 | 1.21 | Evaluated earlier. + 171.90 | 116.10 | 42.76 | 1.21 | Evaluated earlier. + 171.90 | 116.10 | 41.10 | 1.23 | Evaluated earlier. + 171.90 | 116.10 | 39.43 | 1.27 | Evaluated earlier. + 171.90 | 116.10 | 37.76 | 1.32 | Evaluated earlier. + 171.90 | 116.10 | 36.10 | 1.39 | Evaluated earlier. + 171.90 | 116.10 | 34.43 | 1.46 | Evaluated earlier. + 171.90 | 117.86 | 51.19 | 2.19 | Evaluated earlier. + 171.90 | 117.86 | 49.52 | 1.99 | Evaluated earlier. + 171.90 | 117.86 | 47.85 | 1.72 | Evaluated earlier. + 171.90 | 117.86 | 46.19 | 1.22 | Evaluated earlier. + 171.90 | 117.86 | 44.52 | 1.22 | Evaluated earlier. + 171.90 | 117.86 | 42.85 | 1.23 | Evaluated earlier. + 171.90 | 117.86 | 41.19 | 1.27 | Evaluated earlier. + 171.90 | 117.86 | 39.52 | 1.32 | Evaluated earlier. + 171.90 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 171.90 | 117.86 | 36.19 | 1.44 | Evaluated earlier. + 171.90 | 119.61 | 52.95 | 2.22 | Evaluated earlier. + 171.90 | 119.61 | 51.28 | 2.01 | Evaluated earlier. + 171.90 | 119.61 | 49.61 | 1.74 | Evaluated earlier. + 171.90 | 119.61 | 47.95 | 1.22 | Evaluated earlier. + 171.90 | 119.61 | 46.28 | 1.23 | Evaluated earlier. + 171.90 | 119.61 | 44.61 | 1.24 | Evaluated earlier. + 171.90 | 119.61 | 42.95 | 1.28 | Evaluated earlier. + 171.90 | 119.61 | 41.28 | 1.32 | Evaluated earlier. + 171.90 | 119.61 | 39.61 | 1.36 | Evaluated earlier. + 171.90 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + ---------|---------|---------|---------| + 174.28 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 105.55 | 38.88 | 2.25 | Evaluated earlier. + 174.28 | 105.55 | 37.22 | 2.13 | Evaluated earlier. + 174.28 | 105.55 | 35.55 | 1.95 | Evaluated earlier. + 174.28 | 105.55 | 33.88 | 1.49 | Evaluated earlier. + 174.28 | 105.55 | 32.22 | 1.43 | Evaluated earlier. + 174.28 | 105.55 | 30.55 | 1.48 | Evaluated earlier. + 174.28 | 105.55 | 28.88 | 1.55 | Evaluated earlier. + 174.28 | 105.55 | 27.22 | 1.63 | Evaluated earlier. + 174.28 | 105.55 | 25.55 | 1.73 | Evaluated earlier. + 174.28 | 105.55 | 23.88 | 1.83 | Evaluated earlier. + 174.28 | 107.31 | 40.64 | 2.19 | Evaluated earlier. + 174.28 | 107.31 | 38.97 | 2.05 | Evaluated earlier. + 174.28 | 107.31 | 37.31 | 1.86 | Evaluated earlier. + 174.28 | 107.31 | 35.64 | 1.37 | Evaluated earlier. + 174.28 | 107.31 | 33.97 | 1.48 | Evaluated earlier. + 174.28 | 107.31 | 32.31 | 1.44 | Evaluated earlier. + 174.28 | 107.31 | 30.64 | 1.49 | Evaluated earlier. + 174.28 | 107.31 | 28.97 | 1.56 | Evaluated earlier. + 174.28 | 107.31 | 27.31 | 1.64 | Evaluated earlier. + 174.28 | 107.31 | 25.64 | 1.73 | Evaluated earlier. + 174.28 | 109.06 | 42.40 | 2.18 | Evaluated earlier. + 174.28 | 109.06 | 40.73 | 2.00 | Evaluated earlier. + 174.28 | 109.06 | 39.06 | 1.80 | Evaluated earlier. + 174.28 | 109.06 | 37.40 | 1.31 | Evaluated earlier. + 174.28 | 109.06 | 35.73 | 1.38 | Evaluated earlier. + 174.28 | 109.06 | 34.06 | 1.47 | Evaluated earlier. + 174.28 | 109.06 | 32.40 | 1.45 | Evaluated earlier. + 174.28 | 109.06 | 30.73 | 1.51 | Evaluated earlier. + 174.28 | 109.06 | 29.06 | 1.57 | Evaluated earlier. + 174.28 | 109.06 | 27.40 | 1.65 | Evaluated earlier. + 174.28 | 110.82 | 44.16 | 2.15 | Evaluated earlier. + 174.28 | 110.82 | 42.49 | 1.99 | Evaluated earlier. + 174.28 | 110.82 | 40.82 | 1.76 | Evaluated earlier. + 174.28 | 110.82 | 39.16 | 1.28 | Evaluated earlier. + 174.28 | 110.82 | 37.49 | 1.32 | Evaluated earlier. + 174.28 | 110.82 | 35.82 | 1.39 | Evaluated earlier. + 174.28 | 110.82 | 34.16 | 1.46 | Evaluated earlier. + 174.28 | 110.82 | 32.49 | 1.47 | Evaluated earlier. + 174.28 | 110.82 | 30.82 | 1.53 | Evaluated earlier. + 174.28 | 110.82 | 29.16 | 1.59 | Evaluated earlier. + 174.28 | 112.58 | 45.91 | 2.15 | Evaluated earlier. + 174.28 | 112.58 | 44.25 | 1.97 | Evaluated earlier. + 174.28 | 112.58 | 42.58 | 1.75 | Evaluated earlier. + 174.28 | 112.58 | 40.91 | 1.26 | Evaluated earlier. + 174.28 | 112.58 | 39.25 | 1.29 | Evaluated earlier. + 174.28 | 112.58 | 37.58 | 1.35 | Evaluated earlier. + 174.28 | 112.58 | 35.91 | 1.42 | Evaluated earlier. + 174.28 | 112.58 | 34.25 | 1.46 | Evaluated earlier. + 174.28 | 112.58 | 32.58 | 1.50 | Evaluated earlier. + 174.28 | 112.58 | 30.91 | 1.55 | Evaluated earlier. + 174.28 | 114.34 | 47.67 | 2.17 | Evaluated earlier. + 174.28 | 114.34 | 46.01 | 1.97 | Evaluated earlier. + 174.28 | 114.34 | 44.34 | 1.75 | Evaluated earlier. + 174.28 | 114.34 | 42.67 | 1.25 | Evaluated earlier. + 174.28 | 114.34 | 41.01 | 1.27 | Evaluated earlier. + 174.28 | 114.34 | 39.34 | 1.31 | Evaluated earlier. + 174.28 | 114.34 | 37.67 | 1.38 | Evaluated earlier. + 174.28 | 114.34 | 36.01 | 1.46 | Evaluated earlier. + 174.28 | 114.34 | 34.34 | 1.48 | Evaluated earlier. + 174.28 | 114.34 | 32.67 | 1.53 | Evaluated earlier. + 174.28 | 116.10 | 49.43 | 2.19 | Evaluated earlier. + 174.28 | 116.10 | 47.76 | 1.98 | Evaluated earlier. + 174.28 | 116.10 | 46.10 | 1.75 | Evaluated earlier. + 174.28 | 116.10 | 44.43 | 1.25 | Evaluated earlier. + 174.28 | 116.10 | 42.76 | 1.26 | Evaluated earlier. + 174.28 | 116.10 | 41.10 | 1.29 | Evaluated earlier. + 174.28 | 116.10 | 39.43 | 1.35 | Evaluated earlier. + 174.28 | 116.10 | 37.76 | 1.43 | Evaluated earlier. + 174.28 | 116.10 | 36.10 | 1.50 | Evaluated earlier. + 174.28 | 116.10 | 34.43 | 1.51 | Evaluated earlier. + 174.28 | 117.86 | 51.19 | 2.21 | Evaluated earlier. + 174.28 | 117.86 | 49.52 | 1.98 | Evaluated earlier. + 174.28 | 117.86 | 47.85 | 1.76 | Evaluated earlier. + 174.28 | 117.86 | 46.19 | 1.25 | Evaluated earlier. + 174.28 | 117.86 | 44.52 | 1.26 | Evaluated earlier. + 174.28 | 117.86 | 42.85 | 1.28 | Evaluated earlier. + 174.28 | 117.86 | 41.19 | 1.33 | Evaluated earlier. + 174.28 | 117.86 | 39.52 | 1.40 | Evaluated earlier. + 174.28 | 117.86 | 37.86 | 1.47 | Evaluated earlier. + 174.28 | 117.86 | 36.19 | 1.52 | Evaluated earlier. + 174.28 | 119.61 | 52.95 | 2.23 | Evaluated earlier. + 174.28 | 119.61 | 51.28 | 2.00 | Evaluated earlier. + 174.28 | 119.61 | 49.61 | 1.77 | Evaluated earlier. + 174.28 | 119.61 | 47.95 | 1.25 | Evaluated earlier. + 174.28 | 119.61 | 46.28 | 1.26 | Evaluated earlier. + 174.28 | 119.61 | 44.61 | 1.28 | Evaluated earlier. + 174.28 | 119.61 | 42.95 | 1.32 | Evaluated earlier. + 174.28 | 119.61 | 41.28 | 1.38 | Evaluated earlier. + 174.28 | 119.61 | 39.61 | 1.45 | Evaluated earlier. + 174.28 | 119.61 | 37.95 | 1.52 | Evaluated earlier. + ---------|---------|---------|---------| + 176.67 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 105.55 | 38.88 | 2.49 | Evaluated earlier. + 176.67 | 105.55 | 37.22 | 2.33 | Evaluated earlier. + 176.67 | 105.55 | 35.55 | 2.14 | Evaluated earlier. + 176.67 | 105.55 | 33.88 | 1.53 | Evaluated earlier. + 176.67 | 105.55 | 32.22 | 1.57 | Evaluated earlier. + 176.67 | 105.55 | 30.55 | 1.64 | Evaluated earlier. + 176.67 | 105.55 | 28.88 | 1.75 | Evaluated earlier. + 176.67 | 105.55 | 27.22 | 1.86 | Evaluated earlier. + 176.67 | 105.55 | 25.55 | 1.97 | Evaluated earlier. + 176.67 | 105.55 | 23.88 | 2.11 | Evaluated earlier. + 176.67 | 107.31 | 40.64 | 2.35 | Evaluated earlier. + 176.67 | 107.31 | 38.97 | 2.25 | Evaluated earlier. + 176.67 | 107.31 | 37.31 | 2.05 | Evaluated earlier. + 176.67 | 107.31 | 35.64 | 1.50 | Evaluated earlier. + 176.67 | 107.31 | 33.97 | 1.52 | Evaluated earlier. + 176.67 | 107.31 | 32.31 | 1.57 | Evaluated earlier. + 176.67 | 107.31 | 30.64 | 1.66 | Evaluated earlier. + 176.67 | 107.31 | 28.97 | 1.75 | Evaluated earlier. + 176.67 | 107.31 | 27.31 | 1.87 | Evaluated earlier. + 176.67 | 107.31 | 25.64 | 1.97 | Evaluated earlier. + 176.67 | 109.06 | 42.40 | 2.27 | Evaluated earlier. + 176.67 | 109.06 | 40.73 | 2.14 | Evaluated earlier. + 176.67 | 109.06 | 39.06 | 1.97 | Evaluated earlier. + 176.67 | 109.06 | 37.40 | 1.46 | Evaluated earlier. + 176.67 | 109.06 | 35.73 | 1.48 | Evaluated earlier. + 176.67 | 109.06 | 34.06 | 1.52 | Evaluated earlier. + 176.67 | 109.06 | 32.40 | 1.58 | Evaluated earlier. + 176.67 | 109.06 | 30.73 | 1.67 | Evaluated earlier. + 176.67 | 109.06 | 29.06 | 1.77 | Evaluated earlier. + 176.67 | 109.06 | 27.40 | 1.88 | Evaluated earlier. + 176.67 | 110.82 | 44.16 | 2.24 | Evaluated earlier. + 176.67 | 110.82 | 42.49 | 2.08 | Evaluated earlier. + 176.67 | 110.82 | 40.82 | 1.89 | Evaluated earlier. + 176.67 | 110.82 | 39.16 | 1.41 | Evaluated earlier. + 176.67 | 110.82 | 37.49 | 1.47 | Evaluated earlier. + 176.67 | 110.82 | 35.82 | 1.48 | Evaluated earlier. + 176.67 | 110.82 | 34.16 | 1.53 | Evaluated earlier. + 176.67 | 110.82 | 32.49 | 1.60 | Evaluated earlier. + 176.67 | 110.82 | 30.82 | 1.69 | Evaluated earlier. + 176.67 | 110.82 | 29.16 | 1.78 | Evaluated earlier. + 176.67 | 112.58 | 45.91 | 2.23 | Evaluated earlier. + 176.67 | 112.58 | 44.25 | 2.05 | Evaluated earlier. + 176.67 | 112.58 | 42.58 | 1.84 | Evaluated earlier. + 176.67 | 112.58 | 40.91 | 1.35 | Evaluated earlier. + 176.67 | 112.58 | 39.25 | 1.41 | Evaluated earlier. + 176.67 | 112.58 | 37.58 | 1.48 | Evaluated earlier. + 176.67 | 112.58 | 35.91 | 1.50 | Evaluated earlier. + 176.67 | 112.58 | 34.25 | 1.56 | Evaluated earlier. + 176.67 | 112.58 | 32.58 | 1.63 | Evaluated earlier. + 176.67 | 112.58 | 30.91 | 1.71 | Evaluated earlier. + 176.67 | 114.34 | 47.67 | 2.21 | Evaluated earlier. + 176.67 | 114.34 | 46.01 | 2.04 | Evaluated earlier. + 176.67 | 114.34 | 44.34 | 1.82 | Evaluated earlier. + 176.67 | 114.34 | 42.67 | 1.32 | Evaluated earlier. + 176.67 | 114.34 | 41.01 | 1.37 | Evaluated earlier. + 176.67 | 114.34 | 39.34 | 1.43 | Evaluated earlier. + 176.67 | 114.34 | 37.67 | 1.51 | Evaluated earlier. + 176.67 | 114.34 | 36.01 | 1.53 | Evaluated earlier. + 176.67 | 114.34 | 34.34 | 1.59 | Evaluated earlier. + 176.67 | 114.34 | 32.67 | 1.66 | Evaluated earlier. + 176.67 | 116.10 | 49.43 | 2.21 | Evaluated earlier. + 176.67 | 116.10 | 47.76 | 2.03 | Evaluated earlier. + 176.67 | 116.10 | 46.10 | 1.81 | Evaluated earlier. + 176.67 | 116.10 | 44.43 | 1.30 | Evaluated earlier. + 176.67 | 116.10 | 42.76 | 1.33 | Evaluated earlier. + 176.67 | 116.10 | 41.10 | 1.40 | Evaluated earlier. + 176.67 | 116.10 | 39.43 | 1.47 | Evaluated earlier. + 176.67 | 116.10 | 37.76 | 1.53 | Evaluated earlier. + 176.67 | 116.10 | 36.10 | 1.56 | Evaluated earlier. + 176.67 | 116.10 | 34.43 | 1.63 | Evaluated earlier. + 176.67 | 117.86 | 51.19 | 2.21 | Evaluated earlier. + 176.67 | 117.86 | 49.52 | 2.03 | Evaluated earlier. + 176.67 | 117.86 | 47.85 | 1.81 | Evaluated earlier. + 176.67 | 117.86 | 46.19 | 1.30 | Evaluated earlier. + 176.67 | 117.86 | 44.52 | 1.32 | Evaluated earlier. + 176.67 | 117.86 | 42.85 | 1.36 | Evaluated earlier. + 176.67 | 117.86 | 41.19 | 1.44 | Evaluated earlier. + 176.67 | 117.86 | 39.52 | 1.51 | Evaluated earlier. + 176.67 | 117.86 | 37.86 | 1.54 | Evaluated earlier. + 176.67 | 117.86 | 36.19 | 1.60 | Evaluated earlier. + 176.67 | 119.61 | 52.95 | 2.23 | Evaluated earlier. + 176.67 | 119.61 | 51.28 | 2.04 | Evaluated earlier. + 176.67 | 119.61 | 49.61 | 1.81 | Evaluated earlier. + 176.67 | 119.61 | 47.95 | 1.30 | Evaluated earlier. + 176.67 | 119.61 | 46.28 | 1.31 | Evaluated earlier. + 176.67 | 119.61 | 44.61 | 1.34 | Evaluated earlier. + 176.67 | 119.61 | 42.95 | 1.41 | Evaluated earlier. + 176.67 | 119.61 | 41.28 | 1.49 | Evaluated earlier. + 176.67 | 119.61 | 39.61 | 1.56 | Evaluated earlier. + 176.67 | 119.61 | 37.95 | 1.59 | Evaluated earlier. + ---------|---------|---------|---------| + 179.06 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 105.55 | 38.88 | 2.72 | Evaluated earlier. + 179.06 | 105.55 | 37.22 | 2.55 | Evaluated earlier. + 179.06 | 105.55 | 35.55 | 2.35 | Evaluated earlier. + 179.06 | 105.55 | 33.88 | 1.70 | Evaluated earlier. + 179.06 | 105.55 | 32.22 | 1.77 | Evaluated earlier. + 179.06 | 105.55 | 30.55 | 1.89 | Evaluated earlier. + 179.06 | 105.55 | 28.88 | 2.03 | Evaluated earlier. + 179.06 | 105.55 | 27.22 | 2.17 | Evaluated earlier. + 179.06 | 105.55 | 25.55 | 2.34 | Evaluated earlier. + 179.06 | 105.55 | 23.88 | 2.53 | Evaluated earlier. + 179.06 | 107.31 | 40.64 | 2.58 | Evaluated earlier. + 179.06 | 107.31 | 38.97 | 2.49 | Evaluated earlier. + 179.06 | 107.31 | 37.31 | 2.22 | Evaluated earlier. + 179.06 | 107.31 | 35.64 | 1.62 | Evaluated earlier. + 179.06 | 107.31 | 33.97 | 1.69 | Evaluated earlier. + 179.06 | 107.31 | 32.31 | 1.77 | Evaluated earlier. + 179.06 | 107.31 | 30.64 | 1.89 | Evaluated earlier. + 179.06 | 107.31 | 28.97 | 2.04 | Evaluated earlier. + 179.06 | 107.31 | 27.31 | 2.18 | Evaluated earlier. + 179.06 | 107.31 | 25.64 | 2.34 | Evaluated earlier. + 179.06 | 109.06 | 42.40 | 2.46 | Evaluated earlier. + 179.06 | 109.06 | 40.73 | 2.35 | Evaluated earlier. + 179.06 | 109.06 | 39.06 | 2.18 | Evaluated earlier. + 179.06 | 109.06 | 37.40 | 1.56 | Evaluated earlier. + 179.06 | 109.06 | 35.73 | 1.61 | Evaluated earlier. + 179.06 | 109.06 | 34.06 | 1.68 | Evaluated earlier. + 179.06 | 109.06 | 32.40 | 1.78 | Evaluated earlier. + 179.06 | 109.06 | 30.73 | 1.90 | Evaluated earlier. + 179.06 | 109.06 | 29.06 | 2.05 | Evaluated earlier. + 179.06 | 109.06 | 27.40 | 2.19 | Evaluated earlier. + 179.06 | 110.82 | 44.16 | 2.38 | Evaluated earlier. + 179.06 | 110.82 | 42.49 | 2.28 | Evaluated earlier. + 179.06 | 110.82 | 40.82 | 2.08 | Evaluated earlier. + 179.06 | 110.82 | 39.16 | 1.58 | Evaluated earlier. + 179.06 | 110.82 | 37.49 | 1.56 | Evaluated earlier. + 179.06 | 110.82 | 35.82 | 1.61 | Evaluated earlier. + 179.06 | 110.82 | 34.16 | 1.70 | Evaluated earlier. + 179.06 | 110.82 | 32.49 | 1.80 | Evaluated earlier. + 179.06 | 110.82 | 30.82 | 1.92 | Evaluated earlier. + 179.06 | 110.82 | 29.16 | 2.07 | Evaluated earlier. + 179.06 | 112.58 | 45.91 | 2.33 | Evaluated earlier. + 179.06 | 112.58 | 44.25 | 2.18 | Evaluated earlier. + 179.06 | 112.58 | 42.58 | 2.01 | Evaluated earlier. + 179.06 | 112.58 | 40.91 | 1.50 | Evaluated earlier. + 179.06 | 112.58 | 39.25 | 1.56 | Evaluated earlier. + 179.06 | 112.58 | 37.58 | 1.57 | Evaluated earlier. + 179.06 | 112.58 | 35.91 | 1.64 | Evaluated earlier. + 179.06 | 112.58 | 34.25 | 1.72 | Evaluated earlier. + 179.06 | 112.58 | 32.58 | 1.83 | Evaluated earlier. + 179.06 | 112.58 | 30.91 | 1.96 | Evaluated earlier. + 179.06 | 114.34 | 47.67 | 2.30 | Evaluated earlier. + 179.06 | 114.34 | 46.01 | 2.14 | Evaluated earlier. + 179.06 | 114.34 | 44.34 | 1.94 | Evaluated earlier. + 179.06 | 114.34 | 42.67 | 1.45 | Evaluated earlier. + 179.06 | 114.34 | 41.01 | 1.51 | Evaluated earlier. + 179.06 | 114.34 | 39.34 | 1.54 | Evaluated earlier. + 179.06 | 114.34 | 37.67 | 1.59 | Evaluated earlier. + 179.06 | 114.34 | 36.01 | 1.67 | Evaluated earlier. + 179.06 | 114.34 | 34.34 | 1.75 | Evaluated earlier. + 179.06 | 114.34 | 32.67 | 1.87 | Evaluated earlier. + 179.06 | 116.10 | 49.43 | 2.29 | Evaluated earlier. + 179.06 | 116.10 | 47.76 | 2.12 | Evaluated earlier. + 179.06 | 116.10 | 46.10 | 1.91 | Evaluated earlier. + 179.06 | 116.10 | 44.43 | 1.40 | Evaluated earlier. + 179.06 | 116.10 | 42.76 | 1.46 | Evaluated earlier. + 179.06 | 116.10 | 41.10 | 1.53 | Evaluated earlier. + 179.06 | 116.10 | 39.43 | 1.56 | Evaluated earlier. + 179.06 | 116.10 | 37.76 | 1.63 | Evaluated earlier. + 179.06 | 116.10 | 36.10 | 1.70 | Evaluated earlier. + 179.06 | 116.10 | 34.43 | 1.80 | Evaluated earlier. + 179.06 | 117.86 | 51.19 | 2.28 | Evaluated earlier. + 179.06 | 117.86 | 49.52 | 2.11 | Evaluated earlier. + 179.06 | 117.86 | 47.85 | 1.89 | Evaluated earlier. + 179.06 | 117.86 | 46.19 | 1.37 | Evaluated earlier. + 179.06 | 117.86 | 44.52 | 1.42 | Evaluated earlier. + 179.06 | 117.86 | 42.85 | 1.48 | Evaluated earlier. + 179.06 | 117.86 | 41.19 | 1.57 | Evaluated earlier. + 179.06 | 117.86 | 39.52 | 1.60 | Evaluated earlier. + 179.06 | 117.86 | 37.86 | 1.67 | Evaluated earlier. + 179.06 | 117.86 | 36.19 | 1.75 | Evaluated earlier. + 179.06 | 119.61 | 52.95 | 2.28 | Evaluated earlier. + 179.06 | 119.61 | 51.28 | 2.10 | Evaluated earlier. + 179.06 | 119.61 | 49.61 | 1.88 | Evaluated earlier. + 179.06 | 119.61 | 47.95 | 1.36 | Evaluated earlier. + 179.06 | 119.61 | 46.28 | 1.39 | Evaluated earlier. + 179.06 | 119.61 | 44.61 | 1.45 | Evaluated earlier. + 179.06 | 119.61 | 42.95 | 1.53 | Evaluated earlier. + 179.06 | 119.61 | 41.28 | 1.60 | Evaluated earlier. + 179.06 | 119.61 | 39.61 | 1.64 | Evaluated earlier. + 179.06 | 119.61 | 37.95 | 1.72 | Evaluated earlier. + + Information on the critical circle : Fmin = 1.102 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 164.74 [m] + Y co-ordinate center point : 105.55 [m] + Radius of critical circle : 33.88 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 95064.95 [kNm/m] + Driving moment free water : -1075.63 [kNm/m] + Driving moment external loads : 11009.63 [kNm/m] + Iterated resisting moment : 104723.08 [kNm/m] + Non-iterated resisting moment : 103596.31 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 130.91 | 103.73 | 104.14 | 0.04 | -86.93 | 18.43 | 0.79 | 0.00 | + 2 | 130.94 | 103.22 | 104.15 | 0.02 | -86.06 | 18.43 | 0.24 | 0.00 | + 3 | 131.30 | 100.69 | 104.27 | 0.70 | -81.73 | 18.43 | 4.89 | 0.00 | + 4 | 131.74 | 97.88 | 104.41 | 0.18 | -76.92 | 18.43 | 0.79 | 0.00 | + 5 | 132.62 | 95.07 | 104.71 | 1.59 | -71.93 | 18.43 | 5.11 | 0.00 | + 6 | 134.21 | 90.98 | 105.24 | 1.58 | -64.49 | 18.43 | 3.68 | 0.00 | + 7 | 135.01 | 89.31 | 105.50 | 0.01 | -61.35 | 0.00 | 0.03 | 0.00 | + 8 | 136.01 | 87.69 | 105.50 | 1.99 | -58.15 | 0.00 | 3.76 | 0.00 | + 9 | 137.88 | 84.95 | 105.50 | 1.75 | -52.53 | 0.00 | 2.88 | 0.00 | + 10 | 139.63 | 82.85 | 105.50 | 1.75 | -47.89 | 0.00 | 2.61 | 0.00 | + 11 | 140.55 | 81.83 | 105.50 | 0.10 | -45.56 | 0.00 | 0.14 | 50.00 | + 12 | 140.80 | 81.58 | 105.50 | 0.40 | -44.96 | 0.00 | 0.57 | 50.00 | + 13 | 141.15 | 81.23 | 105.50 | 0.30 | -44.13 | 0.00 | 0.42 | 50.00 | + 14 | 141.51 | 80.88 | 105.50 | 0.43 | -43.28 | 0.00 | 0.59 | 0.00 | + 15 | 142.76 | 79.80 | 105.50 | 2.07 | -40.48 | 0.00 | 2.72 | N.A. | + 16 | 144.83 | 78.16 | 105.50 | 2.07 | -36.02 | 0.00 | 2.56 | N.A. | + 17 | 146.90 | 76.77 | 105.50 | 2.07 | -31.80 | 0.00 | 2.43 | N.A. | + 18 | 148.97 | 75.59 | 105.50 | 2.07 | -27.77 | 0.00 | 2.34 | N.A. | + 19 | 151.00 | 74.60 | 105.50 | 2.00 | -23.94 | 0.00 | 2.19 | N.A. | + 20 | 152.19 | 74.08 | 105.44 | 0.39 | -21.74 | -18.28 | 0.42 | N.A. | + 21 | 153.38 | 73.65 | 105.05 | 1.98 | -19.61 | -18.28 | 2.10 | N.A. | + 22 | 155.36 | 73.01 | 104.39 | 1.98 | -16.08 | -18.28 | 2.06 | N.A. | + 23 | 157.11 | 72.55 | 103.81 | 1.52 | -13.02 | -18.28 | 1.56 | N.A. | + 24 | 158.63 | 72.23 | 103.31 | 1.52 | -10.40 | -18.28 | 1.54 | N.A. | + 25 | 160.14 | 71.99 | 102.81 | 1.52 | -7.80 | -18.28 | 1.53 | N.A. | + 26 | 161.86 | 71.80 | 102.24 | 1.92 | -4.88 | -18.28 | 1.93 | N.A. | + 27 | 163.78 | 71.69 | 101.61 | 1.92 | -1.62 | -18.28 | 1.92 | N.A. | + 28 | 165.70 | 71.69 | 100.98 | 1.92 | 1.62 | -18.28 | 1.92 | N.A. | + 29 | 167.62 | 71.80 | 100.34 | 1.92 | 4.87 | -18.28 | 1.92 | N.A. | + 30 | 169.54 | 72.02 | 99.71 | 1.92 | 8.14 | -18.28 | 1.94 | N.A. | + 31 | 171.45 | 72.35 | 99.08 | 1.92 | 11.43 | -18.28 | 1.96 | N.A. | + 32 | 173.11 | 72.72 | 98.53 | 1.39 | 14.29 | -18.28 | 1.43 | N.A. | + 33 | 174.21 | 73.02 | 98.30 | 0.81 | 16.22 | 0.00 | 0.85 | N.A. | + 34 | 174.63 | 73.14 | 98.30 | 0.03 | 16.97 | 0.00 | 0.03 | N.A. | + 35 | 175.87 | 73.57 | 98.30 | 2.45 | 19.19 | 0.00 | 2.60 | N.A. | + 36 | 177.70 | 74.25 | 98.30 | 1.20 | 22.49 | 0.00 | 1.30 | N.A. | + 37 | 179.00 | 74.82 | 97.95 | 1.40 | 24.89 | -26.57 | 1.54 | N.A. | + 38 | 179.71 | 75.15 | 97.60 | 0.02 | 26.22 | -26.57 | 0.02 | N.A. | + 39 | 181.01 | 75.86 | 96.95 | 2.58 | 28.72 | -26.57 | 2.94 | N.A. | + 40 | 183.30 | 77.23 | 96.30 | 2.00 | 33.23 | 0.00 | 2.39 | N.A. | + 41 | 185.59 | 78.89 | 96.94 | 2.58 | 38.03 | 26.57 | 3.28 | N.A. | + 42 | 186.89 | 79.91 | 97.59 | 0.02 | 40.82 | 26.57 | 0.03 | N.A. | + 43 | 187.60 | 80.56 | 97.95 | 1.40 | 42.45 | 26.57 | 1.90 | N.A. | + 44 | 189.14 | 82.07 | 98.30 | 1.67 | 46.09 | 0.00 | 2.41 | N.A. | + 45 | 190.81 | 83.94 | 98.30 | 1.67 | 50.34 | 0.00 | 2.62 | N.A. | + 46 | 192.48 | 86.15 | 98.30 | 1.67 | 55.03 | 0.00 | 2.92 | N.A. | + 47 | 194.33 | 89.17 | 98.30 | 2.02 | 61.03 | 0.00 | 4.18 | N.A. | + 48 | 195.34 | 91.01 | 98.30 | 0.01 | 64.58 | 0.00 | 0.02 | 0.00 | + 49 | 196.51 | 94.30 | 98.30 | 2.33 | 70.51 | 0.00 | 6.97 | 0.00 | + 50 | 197.68 | 97.59 | 98.30 | 0.00 | 76.42 | 0.00 | 0.01 | 0.00 | + 51 | 197.76 | 97.95 | 98.30 | 0.16 | 77.04 | 0.00 | 0.72 | 0.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 25.00 | 25.00 | 0.00 | 0.00 | -0.00 | 0.30 | 7.09 | 7.09 | + 2 | 25.00 | 25.00 | 0.00 | 0.00 | -0.00 | 0.27 | 16.56 | 15.41 | + 3 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 48.55 | 69.02 | 42.99 | + 4 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 22.78 | 127.27 | 73.73 | + 5 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 298.51 | 188.34 | 107.19 | + 6 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 442.00 | 278.86 | 157.60 | + 7 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 4.18 | 349.75 | 212.07 | + 8 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 692.84 | 381.72 | 228.24 | + 9 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 705.57 | 436.18 | 255.82 | + 10 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 778.84 | 478.05 | 277.00 | + 11 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 31.50 | 347.95 | 136.90 | + 12 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 127.28 | 351.21 | 165.90 | + 13 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 96.81 | 355.70 | 195.21 | + 14 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 202.17 | 504.64 | 340.75 | + 15 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1006.46 | 519.72 | 337.04 | + 16 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1048.13 | 539.87 | 327.91 | + 17 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1082.18 | 556.34 | 320.96 | + 18 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1109.69 | 569.64 | 315.37 | + 19 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1093.58 | 546.79 | 277.46 | + 20 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 212.30 | 550.62 | 273.62 | + 21 | N.A. | N.A. | 0.00 | -0.00 | -0.00 |1088.01 | 548.88 | 265.66 | + 22 | N.A. | N.A. | 0.00 | -0.00 | -0.00 |1080.16 | 544.92 | 252.68 | + 23 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 818.20 | 539.47 | 240.89 | + 24 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 808.58 | 533.13 | 230.30 | + 25 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 796.89 | 525.42 | 219.37 | + 26 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 993.26 | 517.10 | 208.63 | + 27 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 975.39 | 507.80 | 197.93 | + 28 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 951.80 | 496.42 | 186.55 | + 29 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 926.01 | 482.97 | 174.49 | + 30 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 896.20 | 467.42 | 161.73 | + 31 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 862.28 | 449.73 | 148.27 | + 32 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 601.22 | 432.84 | 136.11 | + 33 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 344.71 | 422.95 | 129.99 | + 34 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 13.03 | 420.47 | 129.08 | + 35 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1010.40 | 412.11 | 126.22 | + 36 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 480.89 | 400.00 | 122.71 | + 37 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 539.25 | 385.18 | 115.20 | + 38 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 7.48 | 374.04 | 108.26 | + 39 | N.A. | N.A. | 6.33 | -8.16 | -16.32 | 903.45 | 356.50 | 99.78 | + 40 | N.A. | N.A. | 12.65 | 0.00 | -25.31 | 632.76 | 329.04 | 89.64 | + 41 | N.A. | N.A. | 6.33 | 8.16 | -16.32 | 783.27 | 309.92 | 91.67 | + 42 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 6.02 | 300.85 | 95.52 | + 43 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 416.04 | 297.17 | 100.08 | + 44 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 468.52 | 280.21 | 102.27 | + 45 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 420.40 | 251.43 | 97.31 | + 46 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 363.95 | 217.67 | 91.50 | + 47 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 347.01 | 171.39 | 83.55 | + 48 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 1.18 | 143.23 | 78.66 | + 49 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 181.06 | 77.81 | 45.57 | + 50 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 0.03 | 12.48 | 12.48 | + 51 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 1.00 | 6.20 | 6.20 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 0.37 | N.A. | N.A. | 0.00 | 0.80 | + 2 | 1.15 | 0.00 | 1.15 | 1.00 | N.A. | N.A. | 0.00 | 2.15 | + 3 | 26.03 | 0.00 | 26.03 | 5.02 | N.A. | N.A. | 0.00 | 11.65 | + 4 | 53.54 | 0.00 | 53.54 | 11.84 | N.A. | N.A. | 0.00 | 27.48 | + 5 | 81.15 | 0.00 | 81.15 | 21.00 | N.A. | N.A. | 0.00 | 48.76 | + 6 | 121.26 | 0.00 | 121.26 | 37.31 | N.A. | N.A. | 0.00 | 86.62 | + 7 | 137.67 | 0.00 | 137.67 | 53.23 | N.A. | N.A. | 33.00 | 123.60 | + 8 | 153.48 | 0.00 | 153.48 | 60.33 | N.A. | N.A. | 33.00 | 140.09 | + 9 | 180.36 | 0.00 | 180.36 | 72.96 | N.A. | N.A. | 33.00 | 169.41 | + 10 | 201.05 | 0.00 | 201.05 | 83.27 | N.A. | N.A. | 33.00 | 193.36 | + 11 | 211.05 | 0.00 | 211.05 | 50.00 | N.A. | N.A. | 33.00 | 90.61 | + 12 | 185.31 | 0.00 | 185.31 | 50.00 | N.A. | N.A. | 33.00 | 120.57 | + 13 | 160.49 | 0.00 | 160.49 | 50.00 | N.A. | N.A. | 33.00 | 151.17 | + 14 | 163.90 | 0.00 | 163.90 | 107.26 | N.A. | N.A. | 33.00 | 249.05 | + 15 | 174.53 | 8.15 | 182.68 | 27.76 | 27.76 | N.A. | 33.00 | 315.53 | + 16 | 190.57 | 21.40 | 211.96 | 27.76 | 27.76 | N.A. | 33.00 | 309.58 | + 17 | 204.23 | 31.15 | 235.38 | 27.76 | 27.76 | N.A. | 33.00 | 305.33 | + 18 | 215.86 | 38.42 | 254.28 | 27.76 | 27.76 | N.A. | 33.00 | 302.10 | + 19 | 225.55 | 43.78 | 269.33 | 27.76 | 27.76 | N.A. | 0.00 | 266.27 | + 20 | 230.66 | 46.34 | 277.00 | 27.76 | 27.76 | N.A. | 0.00 | 263.57 | + 21 | 234.88 | 48.35 | 283.23 | 30.10 | 30.10 | N.A. | 0.00 | 255.92 | + 22 | 241.15 | 51.10 | 292.25 | 30.63 | 30.63 | N.A. | 0.00 | 244.66 | + 23 | 245.67 | 52.91 | 298.59 | 31.02 | 31.02 | N.A. | 0.00 | 234.37 | + 24 | 248.76 | 54.07 | 302.83 | 31.28 | 31.28 | N.A. | 0.00 | 225.09 | + 25 | 251.14 | 54.91 | 306.05 | 31.49 | 31.49 | N.A. | 0.00 | 215.45 | + 26 | 252.97 | 55.50 | 308.47 | 31.65 | 31.65 | N.A. | 0.00 | 206.18 | + 27 | 254.04 | 55.83 | 309.87 | 31.74 | 31.74 | N.A. | 0.00 | 197.11 | + 28 | 254.04 | 55.83 | 309.87 | 31.74 | 31.74 | N.A. | 0.00 | 187.36 | + 29 | 252.97 | 55.51 | 308.48 | 31.65 | 31.65 | N.A. | 0.00 | 176.94 | + 30 | 250.83 | 54.86 | 305.69 | 31.46 | 31.46 | N.A. | 0.00 | 165.82 | + 31 | 247.58 | 53.88 | 301.46 | 31.18 | 31.18 | N.A. | 0.00 | 153.99 | + 32 | 243.95 | 52.79 | 296.73 | 30.87 | 30.87 | N.A. | 0.00 | 143.26 | + 33 | 241.05 | 51.92 | 292.96 | 30.62 | 30.62 | N.A. | 0.00 | 138.08 | + 34 | 239.84 | 51.55 | 291.39 | 30.52 | 30.52 | N.A. | 0.00 | 137.53 | + 35 | 235.60 | 50.29 | 285.89 | 30.16 | 30.16 | N.A. | 0.00 | 135.75 | + 36 | 228.98 | 48.31 | 277.28 | 27.76 | 27.76 | N.A. | 0.00 | 133.15 | + 37 | 223.35 | 46.63 | 269.98 | 27.76 | 27.76 | N.A. | 0.00 | 126.89 | + 38 | 220.11 | 45.67 | 265.78 | 27.76 | 27.76 | N.A. | 0.00 | 120.67 | + 39 | 213.13 | 43.59 | 256.72 | 27.76 | 27.76 | N.A. | 0.00 | 113.59 | + 40 | 199.77 | 39.63 | 239.40 | 27.76 | 27.76 | N.A. | 0.00 | 106.15 | + 41 | 183.44 | 34.81 | 218.25 | 27.76 | 27.76 | N.A. | 0.00 | 111.38 | + 42 | 173.46 | 31.87 | 205.33 | 27.76 | 27.76 | N.A. | 0.00 | 117.29 | + 43 | 167.10 | 29.99 | 197.09 | 27.76 | 27.76 | N.A. | 0.00 | 123.13 | + 44 | 152.30 | 25.64 | 177.94 | 27.76 | 27.76 | N.A. | 0.00 | 127.48 | + 45 | 133.88 | 20.24 | 154.12 | 27.76 | 27.76 | N.A. | 0.00 | 122.51 | + 46 | 112.26 | 13.91 | 126.18 | 27.76 | 27.76 | N.A. | 0.00 | 116.70 | + 47 | 82.60 | 5.24 | 87.84 | 27.76 | 27.76 | N.A. | 0.00 | 108.75 | + 48 | 64.57 | 0.00 | 64.57 | 46.21 | N.A. | N.A. | 0.00 | 107.30 | + 49 | 32.24 | 0.00 | 32.24 | 26.77 | N.A. | N.A. | 0.00 | 62.16 | + 50 | 0.00 | 0.00 | 0.00 | 7.33 | N.A. | N.A. | 0.00 | 17.02 | + 51 | 0.00 | 0.00 | 0.00 | 3.64 | N.A. | N.A. | 0.00 | 8.45 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 7.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 15.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 42.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 73.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 107.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 6 | N.A. | 157.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 7 | N.A. | 212.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 8 | N.A. | 228.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 9 | N.A. | 255.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 10 | N.A. | 277.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 11 | N.A. | 136.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 12 | N.A. | 165.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 13 | N.A. | 195.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 14 | N.A. | 340.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 15 | N.A. | 337.04 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 16 | N.A. | 327.91 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 17 | N.A. | 320.96 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 18 | N.A. | 315.37 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 19 | N.A. | 277.46 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 20 | N.A. | 273.62 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 21 | N.A. | 265.66 | N.A. | N.A. | N.A. | N.A. | N.A. | 30.10 | N.A. | + 22 | N.A. | 252.68 | N.A. | N.A. | N.A. | N.A. | N.A. | 30.63 | N.A. | + 23 | N.A. | 240.89 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.02 | N.A. | + 24 | N.A. | 230.30 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.28 | N.A. | + 25 | N.A. | 219.37 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.49 | N.A. | + 26 | N.A. | 208.63 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.65 | N.A. | + 27 | N.A. | 197.93 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.74 | N.A. | + 28 | N.A. | 186.55 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.74 | N.A. | + 29 | N.A. | 174.49 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.65 | N.A. | + 30 | N.A. | 161.73 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.46 | N.A. | + 31 | N.A. | 148.27 | N.A. | N.A. | N.A. | N.A. | N.A. | 31.18 | N.A. | + 32 | N.A. | 136.11 | N.A. | N.A. | N.A. | N.A. | N.A. | 30.87 | N.A. | + 33 | N.A. | 129.99 | N.A. | N.A. | N.A. | N.A. | N.A. | 30.62 | N.A. | + 34 | N.A. | 129.08 | N.A. | N.A. | N.A. | N.A. | N.A. | 30.52 | N.A. | + 35 | N.A. | 126.22 | N.A. | N.A. | N.A. | N.A. | N.A. | 30.16 | N.A. | + 36 | N.A. | 122.71 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 37 | N.A. | 115.20 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 38 | N.A. | 108.26 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 39 | N.A. | 99.78 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 40 | N.A. | 89.64 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 41 | N.A. | 91.67 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 42 | N.A. | 95.52 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 43 | N.A. | 100.08 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 44 | N.A. | 102.27 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 45 | N.A. | 97.31 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 46 | N.A. | 91.50 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 47 | N.A. | 83.55 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.76 | N.A. | + 48 | N.A. | 78.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 49 | N.A. | 45.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 50 | N.A. | 12.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 51 | N.A. | 6.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + + + + END OF D-Geo Stability OUTPUT + ============================= Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection_org.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection_org.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection_org.sti (revision 1887) @@ -0,0 +1,1512 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/12/2018 +TIME : 8:06:35 AM +FILENAME : D:\DamLive_11sep\workdir\csv files\Geometries\Section1_SingaporeCrossSection.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] + 8 = number of items +[SOIL] +Sand +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=23.07 +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) (1) +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=20.64 +SoilCuTop=41.10 +SoilCuBottom=101.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 (1) +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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 (1) +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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 +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 +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=18.63 +SoilCuTop=24.70 +SoilCuBottom=24.70 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 83.3 +SoilColor=11316396 +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=18.63 +SoilCuTop=27.30 +SoilCuBottom=27.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 49 - Number of geometry points - + 1 100.000 98.290 0.000 + 2 72.330 98.290 0.000 + 3 68.330 96.290 0.000 + 4 66.330 96.290 0.000 + 5 62.330 98.290 0.000 + 6 55.330 98.290 0.000 + 7 53.800 98.700 0.000 + 8 52.330 98.700 0.000 + 9 40.000 102.500 0.000 + 10 38.000 102.500 0.000 + 11 34.000 102.500 0.000 + 12 32.000 102.500 0.000 + 13 19.730 98.700 0.000 + 14 13.750 98.700 0.000 + 15 2.300 102.500 0.000 + 16 1.100 102.500 0.000 + 17 -4.800 102.500 0.000 + 18 -20.000 109.000 0.000 + 19 52.330 98.290 0.000 + 20 40.000 102.100 0.000 + 21 38.000 102.100 0.000 + 22 100.000 95.800 0.000 + 23 52.330 95.800 0.000 + 24 100.000 94.300 0.000 + 25 52.330 94.300 0.000 + 26 34.000 102.100 0.000 + 27 32.000 102.100 0.000 + 28 19.700 98.290 0.000 + 29 13.700 98.300 0.000 + 30 36.400 95.800 0.000 + 31 36.400 102.000 0.000 + 32 35.600 102.000 0.000 + 33 35.600 95.800 0.000 + 34 -3.365 95.800 0.000 + 35 36.400 94.300 0.000 + 36 35.600 94.300 0.000 + 37 36.400 93.300 0.000 + 38 35.600 93.300 0.000 + 39 -20.000 95.800 0.000 + 40 -20.000 94.300 0.000 + 41 100.000 83.800 0.000 + 42 -20.000 83.800 0.000 + 43 100.000 60.000 0.000 + 44 -20.000 60.000 0.000 + 45 -20.000 101.700 0.000 + 46 32.500 101.700 0.000 + 47 52.304 98.312 0.000 + 48 63.658 97.600 0.000 + 49 100.000 97.600 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 6 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 11 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 23 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 25 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 30 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 30 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 38 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 34 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 48 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 47 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 37 24 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 37 25 22 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 37 25 23 18 5 4 + 3 2 1 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 38 31 23 18 5 4 + 3 2 1 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 46 40 38 31 23 18 5 4 3 2 + 1 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 46 41 39 31 23 18 5 4 3 2 + 1 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 46 41 34 33 32 31 23 18 5 4 + 3 2 1 + 9 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 45 35 34 33 32 31 23 18 5 4 + 3 2 1 + 10 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 17 36 35 34 33 32 31 23 18 5 + 4 3 2 1 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 30 29 28 27 26 10 21 20 + 19 18 5 4 3 2 1 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 30 29 28 27 26 10 9 8 + 7 6 5 4 3 2 1 + 13 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 + 7 6 5 4 3 2 1 +[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] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 49 50 51 52 +[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) (1) + 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 83.3 + 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 + 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 + Sand + 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 + RS(L) above 90.3 + 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 + 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 + 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 + 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 + 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 (1) + 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 (1) + 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 + 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 + 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] + 39.642 57.517 15 X-direction + 102.124 116.138 15 Y-direction + 98.287 86.287 15 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] + 1 = number of items +Uniform Load (2) + 33.00 = magnitude + 33.00 39.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 18 number of points + -20.000 109.000 x y + -4.800 102.500 x y + 1.100 102.500 x y + 2.300 102.500 x y + 13.750 98.700 x y + 19.730 98.700 x y + 32.000 102.500 x y + 34.000 102.500 x y + 38.000 102.500 x y + 40.000 102.500 x y + 52.330 98.700 x y + 53.800 98.700 x y + 55.330 98.290 x y + 62.330 98.290 x y + 66.330 96.290 x y + 68.330 96.290 x y + 72.330 98.290 x y + 100.000 98.290 x y +[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 + 13 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mds =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mds (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mds (revision 1887) @@ -0,0 +1,25 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/Section3_SingaporeCrossSection.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/echorundamLive.txt =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/echorundamLive.txt (revision 0) +++ IssueRelatedData/MDDAM-1342/echorundamLive.txt (revision 1887) @@ -0,0 +1,11 @@ +2018-11-01 14:03:08,952 [1] INFO DamLive v18.1 - Deltares 2018 +2018-11-01 14:03:08,977 [1] INFO DamLive Model runner started + + +2018-11-01 14:03:13,743 [1] FATAL DamLive There was an unexpected error. Program terminated +System.NotImplementedException: Only failuremechanism Macrostability is implemented + at Deltares.Dam.Application.Live.DamEngineRunner.RunStabilityInside() in D:\BuildAgent\work\DamLive_Trunk_DamLive\trunk\src\Deltares.Dam.Application.Live\DamEngineRunner.cs:line 302 + at Deltares.Dam.Application.Live.DamEngineRunner.Run() in D:\BuildAgent\work\DamLive_Trunk_DamLive\trunk\src\Deltares.Dam.Application.Live\DamEngineRunner.cs:line 248 + at Deltares.Dam.Application.Live.Program.StartCalculations(String damXFile, String fewsInputFile, String fewsOutputFile, String calculationParametersFile, String filter) in D:\BuildAgent\work\DamLive_Trunk_DamLive\trunk\src\Deltares.Dam.Application.Live\Program.cs:line 174 + at Deltares.Dam.Application.Live.Program.Run(String[] args) in D:\BuildAgent\work\DamLive_Trunk_DamLive\trunk\src\Deltares.Dam.Application.Live\Program.cs:line 92 + at Deltares.Dam.Application.Live.Program.Main(String[] args) in D:\BuildAgent\work\DamLive_Trunk_DamLive\trunk\src\Deltares.Dam.Application.Live\Program.cs:line 58 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.defx =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.defx (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.defx (revision 1887) @@ -0,0 +1,9 @@ + + + + + + + + + \ No newline at end of file Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/scenarios.csv =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/scenarios.csv (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/scenarios.csv (revision 1887) @@ -0,0 +1,6 @@ +location_id;location_scenario_id;water_height;dike_table_height;safety_factor_stability_inner_slope +SD CS1 3-3;1;101.82;106;1 +SD CS2 8-8;1;101.82;106;1 +SD CS3 10-10;1;101.82;106;1 +CD CS1 X1;1;100;102.5;1 +CD CS2 X3;1;101.7;102.5;1 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/modelparameters.csv =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/modelparameters.csv (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/modelparameters.csv (revision 1887) @@ -0,0 +1,2 @@ +indringingslengte;verkeersbelasting;dempingsfactor_pl3;dempingsfactor_pl4;safety_factor_stability_inner_slope;safety_factor_piping;pl_line_creation_method;level_reduction_inside;level_reduction_outside;map_for_soilgeometries2D +0;0;0;0;1;1.2;ExpertKnowledgeRRD;0,5;0.6;.\Geometries Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/live.OutputTimeSeries.xml =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/live.OutputTimeSeries.xml (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/live.OutputTimeSeries.xml (revision 1887) @@ -0,0 +1,79 @@ + + + 0 + +
+ instantaneous + CD CS1 X1 + StabilityInsideFactor + + + + -999 + SD CS 1-1 + m +
+ + + + +
+ instantaneous + CD CS2 X3 + StabilityInsideFactor + + + + -999 + SD CS 1-1 + m +
+ + + + +
+ instantaneous + SD CS1 3-3 + StabilityInsideFactor + + + + -999 + SD CS 1-1 + m +
+ + + + +
+ instantaneous + SD CS2 8-8 + StabilityInsideFactor + + + + -999 + SD CS 1-1 + m +
+ + + + +
+ instantaneous + SD CS3 10-10 + StabilityInsideFactor + + + + -999 + SD CS 1-1 + m +
+ + + + \ No newline at end of file Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1362 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/12/2018 +TIME : 9:51:33 AM +FILENAME : D:\DamLive\workbin_12sep\csv files\Geometries\Section3_SingaporeCrossSection.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 +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=23.07 +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 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=15.00 +SoilPhi=19.40 +SoilDilatancy=0.00 +SoilCuTop=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +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] +SDF +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=35.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=35.00 +SoilCuBottom=35.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +DCM +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=32.50 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=32.50 +SoilCuBottom=32.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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) +SoilColor=9211020 +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=50.80 +SoilCuBottom=127.40 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 53 - Number of geometry points - + 1 10.000 97.293 0.000 + 2 10.000 97.292 0.000 + 3 10.000 98.291 0.000 + 4 10.000 98.700 0.000 + 5 15.640 98.692 0.000 + 6 27.017 102.492 0.000 + 7 29.000 102.492 0.000 + 8 33.000 102.492 0.000 + 9 35.000 102.492 0.000 + 10 68.930 91.182 0.000 + 11 70.430 91.182 0.000 + 12 71.930 90.782 0.000 + 13 72.200 90.782 0.000 + 14 100.000 90.782 0.000 + 15 15.610 98.290 0.000 + 16 25.802 101.700 0.000 + 17 27.000 102.100 0.000 + 18 29.000 102.100 0.000 + 19 33.000 102.100 0.000 + 20 35.000 102.100 0.000 + 21 36.200 101.700 0.000 + 22 68.930 90.790 0.000 + 23 29.000 101.700 0.000 + 24 33.000 101.700 0.000 + 25 18.780 98.290 0.000 + 26 43.291 98.290 0.000 + 27 43.291 97.300 0.000 + 28 46.400 97.300 0.000 + 29 46.400 96.370 0.000 + 30 49.092 96.368 0.000 + 31 49.200 96.370 0.000 + 32 49.200 96.332 0.000 + 33 49.200 95.420 0.000 + 34 52.000 95.420 0.000 + 35 52.000 94.500 0.000 + 36 54.780 94.480 0.000 + 37 54.780 93.560 0.000 + 38 57.580 93.550 0.000 + 39 57.580 92.620 0.000 + 40 60.380 92.625 0.000 + 41 60.380 91.700 0.000 + 42 63.180 91.695 0.000 + 43 63.180 90.770 0.000 + 44 66.000 90.765 0.000 + 45 15.612 97.300 0.000 + 46 15.640 84.225 0.000 + 47 72.200 84.225 0.000 + 48 10.000 60.000 0.000 + 49 100.000 60.000 0.000 + 50 10.000 101.700 0.000 + 51 25.909 101.700 0.000 + 52 63.848 90.790 0.000 + 53 100.000 90.790 0.000 +[END OF POINTS] + +[CURVES] + 58 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 7 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 12 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 21 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 25 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 23 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 36 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 38 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 39 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 43 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 22 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 13 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 45 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 +[END OF CURVES] + +[BOUNDARIES] + 10 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 55 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 1 54 51 52 53 13 + 2 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 50 51 52 53 13 + 3 - Boundary number + 27 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 27 49 30 31 32 33 34 + 35 36 37 38 39 40 41 42 43 44 + 45 46 47 48 23 12 13 + 4 - Boundary number + 29 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 27 28 25 29 30 31 32 + 33 34 35 36 37 38 39 40 41 42 + 43 44 45 46 47 48 23 12 13 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 27 28 25 26 22 23 12 + 13 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 15 24 25 26 22 23 12 + 13 + 7 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 15 16 17 18 7 19 20 + 21 22 23 12 13 + 8 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 14 15 16 17 18 7 8 9 + 10 11 12 13 + 9 - 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] + 10 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 10 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 10 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 56 57 58 +[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] + 9 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) + 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 + Good Earth + 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 + DCM + 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 + SDF + 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 + 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 + Sand + 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 + Good Earth + 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 + Revetment + 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 + Revetment + 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 +[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] + 9 Number of layers + 9 100 + 8 100 100 + 7 100 100 100 + 6 100 100 100 100 + 5 100 100 100 100 100 + 4 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 37.491 56.916 10 X-direction + 101.154 119.940 10 Y-direction + 95.000 83.000 10 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] + 1 = number of items +Uniform Load (2) + 33.00 = magnitude + 28.00 34.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 9 - 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 +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/8_8_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/8_8_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/8_8_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,2295 @@ +Input file for MStabDamUtil : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 8/28/2018 +TIME : 5:12:55 PM +FILENAME : D:\DamLive\workdir\csv files\Geometries\8_8_SingaporeCrossSection_Inward.sti +CREATED BY : D-Geo Stability version 10.1.1.1 +========================== BEGINNING OF DATA ========================== +[VERSION] +Soil=1001 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +D-Geo Stability=1003 +[END OF VERSION] + +[SOIL COLLECTION] + 13 = number of items +[SOIL] +UMC (M) 8-8 (1) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamOvenDry=0.01 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=13.90 +SoilDilatancy=13.90 +SoilCuTop=6.07 +SoilCuBottom=9.31 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC (L) 8-8 +SoilColor=6923673 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamOvenDry=0.01 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=11.90 +SoilCuBottom=16.80 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +LMC (M) 8-8 (1) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.00 +SoilGamOvenDry=0.01 +SoilGamWet=16.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.70 +SoilDilatancy=15.70 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +LMC (L) 8-8 (1) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.30 +SoilGamOvenDry=0.01 +SoilGamWet=16.30 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=16.40 +SoilDilatancy=16.40 +SoilCuTop=27.22 +SoilCuBottom=39.09 +SoilCuGradient=0.86 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Residual Soil 8-8 (1) +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamOvenDry=0.01 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +SoilCuTop=99.30 +SoilCuBottom=147.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=79.08 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=1.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Sand Key 8-8 (1) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=23.07 +SoilDilatancy=23.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Sand AW 8-8 (1) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamOvenDry=0.01 +SoilGamWet=17.64 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=23.07 +SoilDilatancy=23.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Sand BW 8-8 (1) +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=23.07 +SoilDilatancy=23.07 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Revetment AW 8-8 +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamOvenDry=0.01 +SoilGamWet=17.64 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Revetment BW 8-8 +SoilColor=9946300 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamOvenDry=0.01 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Good Earth 8-8 +SoilColor=11316396 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamOvenDry=0.01 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +Cement Bentoniet 8-8 (1) +SoilColor=7187949 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=13.00 +SoilGamOvenDry=0.01 +SoilGamWet=13.00 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=30.00 +SoilPhi=1.00 +SoilDilatancy=1.00 +SoilCuTop=2.83 +SoilCuBottom=9.31 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[SOIL] +UMC (L) (d) 8-8 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamOvenDry=0.01 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilDiameterD70=200.00 +SoilCohesion=0.00 +SoilPhi=15.00 +SoilDilatancy=15.00 +SoilCuTop=16.22 +SoilCuBottom=16.80 +SoilCuGradient=0.44 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilTrafficLoadDegreeOfConsolidation=100.00 +SoilPc=0.00E+00 +StrengthIncreaseExponent=0.70 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +xCoorSoilPc=-100.000 +yCoorSoilPc=-100.000 +IsPopCalculated=0 +IsOCRCalculated=0 +SoilPermeabKx=1.00000E-03 +SoilIsAquifer=0 +SoilBeddingAngle=37.0 +SoilWhitesConstant=0.250 +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 +SoilDistDiameterD70=3 +SoilStdDiameterD70=0.0000 +SoilDistPermeabKx=3 +SoilStdPermeabKx=0.00000E+00 +SoilDistWhitesConstant=3 +SoilStdWhitesConstant=0.0000 +SoilDistBeddingAngle=3 +SoilStdBeddingAngle=0.0000 +[END OF SOIL] +[END OF SOIL COLLECTION] + +[GEOMETRY DATA] +[ACCURACY] + 0.0010 +[END OF ACCURACY] + +[POINTS] + 67 - Number of geometry points - + 1 180.000 97.589 0.000 + 2 180.000 77.102 0.000 + 3 180.000 100.800 0.000 + 4 180.000 75.100 0.000 + 5 180.000 84.000 0.000 + 6 -110.000 93.800 0.000 + 7 -30.600 93.800 0.000 + 8 13.920 93.800 0.000 + 9 17.000 95.290 0.000 + 10 21.110 95.260 0.000 + 11 45.210 103.400 0.000 + 12 53.120 106.000 0.000 + 13 55.120 106.000 0.000 + 14 68.120 106.000 0.000 + 15 70.120 106.000 0.000 + 16 87.300 100.330 0.000 + 17 93.970 99.000 0.000 + 18 97.970 98.800 0.000 + 19 103.970 96.800 0.000 + 20 105.970 96.800 0.000 + 21 108.070 97.500 0.000 + 22 111.970 98.800 0.000 + 23 180.000 98.800 0.000 + 24 48.260 103.400 0.000 + 25 53.120 104.900 0.000 + 26 55.120 104.900 0.000 + 27 19.600 93.800 0.000 + 28 98.177 98.170 0.000 + 29 100.638 97.588 0.000 + 30 101.010 97.500 0.000 + 31 75.750 103.400 0.000 + 32 86.997 99.695 0.000 + 33 93.847 98.396 0.000 + 34 57.180 103.400 0.000 + 35 57.180 103.900 0.000 + 36 57.980 103.900 0.000 + 37 57.980 103.400 0.000 + 38 57.180 93.800 0.000 + 39 -8.220 82.600 0.000 + 40 10.400 73.290 0.000 + 41 50.350 73.290 0.000 + 42 57.180 76.724 0.000 + 43 -110.000 82.600 0.000 + 44 -110.000 68.800 0.000 + 45 57.180 68.800 0.000 + 46 57.980 93.800 0.000 + 47 57.980 97.500 0.000 + 48 57.980 77.127 0.000 + 49 57.980 68.800 0.000 + 50 57.180 66.800 0.000 + 51 57.980 66.800 0.000 + 52 180.000 97.500 0.000 + 53 91.400 93.790 0.000 + 54 180.000 93.800 0.000 + 55 68.960 82.600 0.000 + 56 71.780 84.000 0.000 + 57 180.000 82.600 0.000 + 58 180.000 68.800 0.000 + 59 -110.000 50.000 0.000 + 60 180.000 50.000 0.000 + 61 -110.000 101.830 0.000 + 62 57.228 101.830 0.000 + 63 57.984 97.603 0.000 + 64 180.000 97.600 0.000 + 65 -110.000 101.820 0.000 + 66 57.745 101.830 0.000 + 67 180.000 101.830 0.000 +[END OF POINTS] + +[CURVES] + 72 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 16 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 19 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 21 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 23 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 24 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 13 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 27 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 24 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 28 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 30 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 19 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 28 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 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 31 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 38 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 34 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 39 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 40 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 41 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 42 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 38 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 39 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 42 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 37 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 46 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 37 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 46 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 49 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 49 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 30 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 52 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 53 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 54 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 55 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 56 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 53 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 57 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 58 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 63 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 65 66 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 66 67 +[END OF CURVES] + +[BOUNDARIES] + 22 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 67 + 1 - Boundary number + 5 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 66 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 62 65 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 62 63 64 61 + 4 - Boundary number + 8 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 60 61 + 5 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 49 58 27 14 + 15 59 + 6 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 49 58 27 14 + 15 16 17 + 7 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 45 55 56 57 54 52 49 50 36 29 + 30 31 25 26 27 14 15 16 17 + 8 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 45 53 54 52 49 50 36 29 30 31 + 25 26 27 14 15 16 17 + 9 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 45 46 51 52 49 50 36 29 30 31 + 25 26 27 14 15 16 17 + 10 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 45 46 43 48 49 50 36 29 30 31 + 25 26 27 14 15 16 17 + 11 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 45 46 43 38 47 36 29 30 31 25 + 26 27 14 15 16 17 + 12 - Boundary number + 18 - number of curves on boundary, next line(s) are curvenumbers + 45 46 43 38 33 34 35 36 29 30 + 31 25 26 27 14 15 16 17 + 13 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 44 40 41 42 43 38 33 34 35 36 + 29 30 31 25 26 27 14 15 16 17 + 14 - Boundary number + 21 - number of curves on boundary, next line(s) are curvenumbers + 1 39 40 41 42 43 38 33 34 35 + 36 29 30 31 25 26 27 14 15 16 + 17 + 15 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 37 38 33 34 35 36 29 + 30 31 25 26 27 14 15 16 17 + 16 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 32 33 34 35 36 29 + 30 31 25 26 27 14 15 16 17 + 17 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 19 20 21 8 28 29 + 30 31 25 26 27 14 15 16 17 + 18 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 19 20 21 8 9 10 + 11 12 24 25 26 27 14 15 16 17 + 19 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 1 2 22 23 19 20 21 8 9 10 + 11 12 13 14 15 16 17 + 20 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 18 19 20 21 8 + 9 10 11 12 13 14 15 16 17 + 21 - Boundary number + 17 - 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 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 22 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 22 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 22 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 68 69 70 + 2 - PlLine number + 2 - number of curves on PlLine, next line(s) are curvenumbers + 71 72 +[END OF PIEZO LINES] + +[PHREATIC LINE] + 1 - Number of the piezometric level line acting as phreatic line - +[END OF PHREATIC LINE] + +[WORLD CO-ORDINATES] + 0.000 - X world 1 - + 0.000 - Y world 1 - + 0.000 - X world 2 - + 0.000 - Y world 2 - +[END OF WORLD CO-ORDINATES] + +[LAYERS] + 21 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil 8-8 (1) + 2 - Piezometric level line at top of layer + 2 - Piezometric level line at bottom of layer + 1 - Boundarynumber at top of layer + 0 - Boundarynumber at bottom of layer + 2 - Layer number, next line is material of layer + LMC (L) 8-8 (1) + 99 - Piezometric level line at top of layer + 99 - 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 + UMC (L) 8-8 + 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 + Sand Key 8-8 (1) + 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 BW 8-8 (1) + 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 + Sand AW 8-8 (1) + 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 + Sand AW 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + Cement Bentoniet 8-8 (1) + 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 + LMC (M) 8-8 (1) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 13 - Boundarynumber at top of layer + 12 - Boundarynumber at bottom of layer + 14 - Layer number, next line is material of layer + UMC (M) 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + Sand Key 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand BW 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand AW 8-8 (1) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Good Earth 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Revetment BW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Revetment AW 8-8 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] + + + +[MODEL] + 1 : Bishop + 4 : Cu measured + 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 +[UNIT WEIGHT WATER] + 10.25 : Unit weight water +[DEGREE OF CONSOLIDATION] + 21 Number of layers + 21 100 + 20 100 100 + 19 100 100 100 + 18 100 100 100 100 + 17 100 100 100 100 100 + 16 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 + 12 100 100 100 100 100 100 100 100 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Temporary loads] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[degree earth quake] + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 +[CIRCLES] + 78.117 98.637 12 X-direction + 104.676 121.429 12 Y-direction + 85.000 80.000 11 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 12 Number of points + 53.549 106.000 + 55.477 98.712 + 58.940 94.026 + 63.796 89.271 + 68.923 86.081 + 76.402 81.570 + 87.343 79.542 + 99.785 80.383 + 109.668 84.247 + 115.780 87.914 + 120.465 93.415 + 123.521 98.290 +[SPENCER SLIP DATA 2] + 12 Number of points + 72.106 105.338 + 72.667 103.862 + 73.863 102.733 + 75.238 101.154 + 77.571 98.869 + 80.202 97.104 + 85.034 95.398 + 89.508 95.252 + 95.146 95.174 + 99.707 95.360 + 104.118 96.233 + 106.417 98.290 +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 0 = number of items +[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] + 21 +[LIFT SLIP DATA] + 0.000 0.000 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 0.000 0.000 1 X-direction Right + 0.000 0.000 1 Y-direction Right + 0.000 0.000 1 Y-direction tangent lines + 0 Automatic grid calculation (1) +[EXTERNAL WATER LEVELS] + 0 = No water data used + 0.00 = Design level + 0.30 = Decimate height + 1 norm = 1/10000 + 1 = number of items +Water data (1) + 1 = Phreatic line + 0.00 = Level + Piezo lines + 21 - Number of layers + 2 2 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 99 99 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom +[MODEL FACTOR] + 1.00 = Limit value stability factor + 0.08 = Standard deviation for limit value stability factor + 0.00 = Reference standard deviation for degree of consolidation + 100.00 = Length of the section + 0 = Use contribution of end section + 0.00 = Lateral stress ratio + 0.25 = Coefficient of variation contribution edge of section +[CALCULATION OPTIONS] +MoveCalculationGrid=1 +ProbCalculationType=2 +SearchMethod=0 +[END OF CALCULATION OPTIONS] +[PROBABILISTIC DEFAULTS] +CohesionVariationTotal=0.25 +CohesionDesignPartial=1.25 +CohesionDesignStdDev=-1.65 +CohesionDistribution=3 +PhiVariationTotal=0.15 +PhiDesignPartial=1.10 +PhiDesignStdDev=-1.65 +PhiDistribution=3 +StressTableVariationTotal=0.20 +StressTableDesignPartial=1.15 +StressTableDesignStdDev=-1.65 +StressTableDistribution=3 +RatioCuPcVariationTotal=0.25 +RatioCuPcDesignPartial=1.15 +RatioCuPcDesignStdDev=-1.65 +RatioCuPcDistribution=3 +CuVariationTotal=0.25 +CuDesignPartial=1.15 +CuDesignStdDev=-1.65 +CuDistribution=3 +POPVariationTotal=0.10 +POPDesignPartial=1.10 +POPDesignStdDev=-1.65 +POPDistribution=3 +CompressionRatioVariationTotal=0.25 +CompressionRatioDesignPartial=1.00 +CompressionRatioDesignStdDev=0.00 +CompressionRatioDistribution=3 +ConsolidationCoefTotalStdDev=20.00 +ConsolidationCoefDesignPartial=1.00 +ConsolidationCoefDesignStdDev=1.65 +ConsolidationCoefDistribution=2 +HydraulicPressureTotalStdDev=0.50 +HydraulicPressureDesignPartial=1.00 +HydraulicPressureDesignStdDev=1.65 +HydraulicPressureDistribution=3 +LimitValueBishopMean=1.00 +LimitValueBishopStdDev=0.08 +LimitValueBishopDistribution=3 +LimitValueVanMean=0.95 +LimitValueVanStdDev=0.08 +LimitValueVanDistribution=3 +[END OF PROBABILISTIC DEFAULTS] +[NEWZONE PLOT DATA] + 0.00 = Diketable Height [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[GENETIC ALGORITHM OPTIONS BISHOP] +PopulationCount=30 +GenerationCount=30 +EliteCount=2 +MutationRate=0.200 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS BISHOP] +[GENETIC ALGORITHM OPTIONS LIFTVAN] +PopulationCount=40 +GenerationCount=40 +EliteCount=2 +MutationRate=0.250 +CrossOverScatterFraction=1.000 +CrossOverSinglePointFraction=0.000 +CrossOverDoublePointFraction=0.000 +MutationJumpFraction=1.000 +MutationCreepFraction=0.000 +MutationInverseFraction=0.000 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS LIFTVAN] +[GENETIC ALGORITHM OPTIONS SPENCER] +PopulationCount=50 +GenerationCount=50 +EliteCount=2 +MutationRate=0.300 +CrossOverScatterFraction=0.000 +CrossOverSinglePointFraction=0.700 +CrossOverDoublePointFraction=0.300 +MutationJumpFraction=0.000 +MutationCreepFraction=0.900 +MutationInverseFraction=0.100 +MutationCreepReduction=0.050 +[END OF GENETIC ALGORITHM OPTIONS SPENCER] +[NAIL TYPE DEFAULTS] +NailTypeLengthNail=0.00 +NailTypeDiameterNail=0.00 +NailTypeDiameterGrout=0.00 +NailTypeYieldForceNail=0.00 +NailTypePlasticMomentNail=0.00 +NailTypeBendingStiffnessNail=0.00E+00 +NailTypeUseFacingOrBearingPlate=0 +[END OF NAIL TYPE DEFAULTS] +[END OF INPUT FILE] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.std =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.std (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.std (revision 1887) @@ -0,0 +1,4148 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 11:42:10 AM +FILENAME : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.std +CREATED BY : D-Geo Stability version 18.1.1.3 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1003 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1001 +D-Geo Stability=1008 +[END OF VERSION] + +[SOIL COLLECTION] + 10 = number of items +[SOIL] +Sand 3-3 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=23.30 +SoilDilatancy=23.30 +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 3-3 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 3-3 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=27.76 +SoilCuBottom=27.76 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 3-3 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=29.80 +SoilCuBottom=31.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 +SoilColor=9764853 +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] +UMC(M) 3-3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=0.00 +SoilCuTop=2.80 +SoilCuBottom=10.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 3-3 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=0.00 +SoilCuTop=23.40 +SoilCuBottom=26.20 +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 3-3 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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] +Residual Soil (L) 3-3 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=92.45 +SoilCuBottom=146.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +UMC(L) 3-3 (diep) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=36.14 +SoilCuBottom=37.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 64 - Number of geometry points - + 1 250.000 77.000 0.000 + 2 250.000 103.340 0.000 + 3 0.000 103.340 0.000 + 4 250.000 98.300 0.000 + 5 188.300 98.300 0.000 + 6 186.900 97.600 0.000 + 7 184.300 96.300 0.000 + 8 182.300 96.300 0.000 + 9 179.700 97.600 0.000 + 10 178.300 98.300 0.000 + 11 173.800 98.300 0.000 + 12 152.000 105.500 0.000 + 13 150.000 105.500 0.000 + 14 137.000 105.500 0.000 + 15 135.000 105.500 0.000 + 16 83.700 88.400 0.000 + 17 79.700 88.400 0.000 + 18 76.700 87.300 0.000 + 19 64.200 87.300 0.000 + 20 0.000 87.300 0.000 + 21 250.000 97.600 0.000 + 22 172.411 98.300 0.000 + 23 156.350 103.400 0.000 + 24 174.615 97.600 0.000 + 25 250.000 91.000 0.000 + 26 195.400 91.000 0.000 + 27 137.000 104.450 0.000 + 28 135.000 104.450 0.000 + 29 131.830 103.400 0.000 + 30 83.700 87.300 0.000 + 31 141.300 103.400 0.000 + 32 141.300 103.970 0.000 + 33 140.500 103.970 0.000 + 34 140.500 103.400 0.000 + 35 160.900 90.300 0.000 + 36 141.300 89.538 0.000 + 37 141.300 80.466 0.000 + 38 250.000 74.000 0.000 + 39 141.300 74.000 0.000 + 40 141.300 77.000 0.000 + 41 250.000 71.500 0.000 + 42 141.300 71.500 0.000 + 43 140.500 89.507 0.000 + 44 140.500 80.065 0.000 + 45 140.500 74.000 0.000 + 46 140.500 71.500 0.000 + 47 141.300 70.500 0.000 + 48 140.500 70.500 0.000 + 49 132.400 76.000 0.000 + 50 86.800 76.000 0.000 + 51 75.000 81.900 0.000 + 52 75.000 74.000 0.000 + 53 75.000 71.500 0.000 + 54 0.000 74.000 0.000 + 55 0.000 71.500 0.000 + 56 250.000 50.000 0.000 + 57 0.000 50.000 0.000 + 58 250.000 97.590 0.000 + 59 193.316 97.590 0.000 + 60 141.000 97.590 0.000 + 61 140.600 103.340 0.000 + 62 0.000 103.340 0.000 + 63 0.000 103.340 0.000 + 64 250.000 103.340 0.000 +[END OF POINTS] + +[CURVES] + 73 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 7 - Curve number + 2 - 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number of points on curve, next line(s) are pointnumbers + 44 45 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 42 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 51 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 45 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 46 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 +[END OF CURVES] + +[BOUNDARIES] + 24 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 68 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 67 64 56 55 54 43 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 66 65 64 56 55 54 43 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 65 64 56 55 54 43 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 62 53 56 55 54 43 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 61 60 59 58 51 53 56 55 54 + 43 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 57 49 51 53 56 55 54 + 43 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 56 + 55 54 43 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 52 + 43 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 50 44 + 43 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 48 42 41 + 44 43 + 11 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 46 39 42 41 + 44 43 + 12 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 45 37 39 42 41 + 44 43 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 44 43 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 40 + 15 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 38 35 23 + 16 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 36 + 35 23 + 17 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 30 19 + 22 24 23 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 27 26 25 10 20 19 + 22 24 23 + 19 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 24 23 + 20 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 21 5 4 3 17 + 21 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 18 + 7 6 5 4 3 17 + 22 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 17 + 23 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 24 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 24 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 24 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 69 70 71 72 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 73 +[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] + 23 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil (L) 3-3 + 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 + FC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - 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 + UMC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + UMC(L) 3-3 (diep) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Sand 3-3 + 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 + Sand 3-3 + 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 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + 14 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 23 - Boundarynumber at top of layer + 22 - 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] + 23 Number of layers + 23 100 + 22 100 100 + 21 100 100 100 + 20 100 100 100 100 + 19 100 100 100 100 100 + 18 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 157.585 179.055 10 X-direction + 105.549 121.371 10 Y-direction + 95.000 80.000 10 Tangent lines + 120.900 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] + 1 = number of items +Uniform Load (1) + 33.00 = magnitude + 135.00 150.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 120.900 120.900 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 120.900 120.900 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 + 23 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 117.90 = Width top rest profile [m] + 120.90 = 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 + 120.90 = Required safety in zone 2b + 119.90 = 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 Data] + +[ZONE RESULTS] +[Column Indication] 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0.000 0.000 4 + 27.760 0.000 0.000 27.760 0.000 0.000 97.590 0.000 -0.000 6.017 0.000 0.000 4 + 27.760 0.000 0.000 27.760 0.000 0.000 97.590 0.000 -0.000 416.038 0.000 0.000 4 + 27.760 0.000 0.000 27.760 0.000 0.000 97.590 0.000 -0.000 468.519 0.000 0.000 4 + 27.760 0.000 0.000 27.760 0.000 0.000 97.590 0.000 -0.000 420.399 0.000 0.000 4 + 27.760 0.000 0.000 27.760 0.000 0.000 97.590 0.000 -0.000 363.948 0.000 0.000 4 + 27.760 0.000 0.000 27.760 0.000 0.000 97.590 0.000 -0.000 347.013 0.000 0.000 4 + 0.000 23.300 23.300 0.000 0.000 0.000 97.590 0.000 -0.000 1.184 0.000 0.000 1 + 0.000 23.300 23.300 0.000 0.000 0.000 97.590 0.000 -0.000 181.063 0.000 0.000 1 + 0.000 23.300 23.300 0.000 0.000 0.000 97.590 0.000 -0.000 0.030 0.000 0.000 1 + 0.000 23.300 23.300 0.000 0.000 0.000 97.590 0.000 -0.000 0.998 0.000 0.000 1 +[End of Data] +[End of Strength and Loads] +[Stresses] +[Column Indication] +TotalStress +EffectiveStress +HydrostaticPore +AanpasPore +PnLinePore +ShearStress +NormalStress 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277.283 25.200 133.145 0.000 133.145 0.000 277.283 + 385.176 115.197 223.349 0.000 269.979 25.200 126.892 0.000 126.892 0.000 269.979 + 374.042 108.261 220.114 0.000 265.781 25.200 120.672 0.000 120.672 0.000 265.781 + 356.500 99.778 213.131 0.000 256.722 25.200 113.590 0.000 113.590 0.000 256.722 + 329.037 89.638 199.767 0.000 239.399 25.200 106.152 0.000 106.152 0.000 239.399 + 309.922 91.671 183.442 0.000 218.251 25.200 111.380 0.000 111.380 0.000 218.251 + 300.848 95.519 173.461 0.000 205.330 25.200 117.288 0.000 117.288 0.000 205.330 + 297.170 100.080 167.096 0.000 197.090 25.200 123.131 0.000 123.131 0.000 197.090 + 280.215 102.275 152.296 0.000 177.940 25.200 127.478 0.000 127.478 0.000 177.940 + 251.435 97.310 133.882 0.000 154.125 25.200 122.513 0.000 122.513 0.000 154.125 + 217.672 91.496 112.264 0.000 126.176 25.200 116.699 0.000 116.699 0.000 126.176 + 171.385 83.549 82.600 0.000 87.836 25.200 108.752 0.000 108.752 0.000 87.836 + 143.230 78.655 64.574 0.000 64.574 41.948 107.298 0.000 107.298 0.000 64.574 + 77.812 45.568 32.245 0.000 32.245 24.302 62.161 0.000 62.161 0.000 32.245 + 12.479 12.479 0.000 0.000 0.000 6.655 17.023 0.000 17.023 0.000 0.000 + 6.195 6.195 0.000 0.000 0.000 3.304 8.451 0.000 8.451 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +AdditionalFactorLEM +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.220 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 + 0.000 0.000 0.000 0.000 0.800 0.100 1.000 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:06 +[END OF CALCULATION TIME] + +[End of Dump File] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/Geometries/3_3_SingaporeCrossSection.sti (revision 1887) @@ -0,0 +1,1923 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 11:27:03 AM +FILENAME : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.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] + 10 = number of items +[SOIL] +Sand 3-3 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=23.30 +SoilDilatancy=23.30 +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 3-3 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 3-3 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=27.76 +SoilCuBottom=27.76 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 3-3 +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=29.80 +SoilCuBottom=31.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 +SoilColor=9764853 +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] +UMC(M) 3-3 +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=0.00 +SoilCuTop=2.80 +SoilCuBottom=10.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 3-3 +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=0.00 +SoilCuTop=23.40 +SoilCuBottom=26.20 +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 3-3 +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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] +Residual Soil (L) 3-3 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=92.45 +SoilCuBottom=146.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +UMC(L) 3-3 (diep) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=36.14 +SoilCuBottom=37.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 64 - Number of geometry points - + 1 250.000 77.000 0.000 + 2 250.000 103.340 0.000 + 3 0.000 103.340 0.000 + 4 250.000 98.300 0.000 + 5 188.300 98.300 0.000 + 6 186.900 97.600 0.000 + 7 184.300 96.300 0.000 + 8 182.300 96.300 0.000 + 9 179.700 97.600 0.000 + 10 178.300 98.300 0.000 + 11 173.800 98.300 0.000 + 12 152.000 105.500 0.000 + 13 150.000 105.500 0.000 + 14 137.000 105.500 0.000 + 15 135.000 105.500 0.000 + 16 83.700 88.400 0.000 + 17 79.700 88.400 0.000 + 18 76.700 87.300 0.000 + 19 64.200 87.300 0.000 + 20 0.000 87.300 0.000 + 21 250.000 97.600 0.000 + 22 172.411 98.300 0.000 + 23 156.350 103.400 0.000 + 24 174.615 97.600 0.000 + 25 250.000 91.000 0.000 + 26 195.400 91.000 0.000 + 27 137.000 104.450 0.000 + 28 135.000 104.450 0.000 + 29 131.830 103.400 0.000 + 30 83.700 87.300 0.000 + 31 141.300 103.400 0.000 + 32 141.300 103.970 0.000 + 33 140.500 103.970 0.000 + 34 140.500 103.400 0.000 + 35 160.900 90.300 0.000 + 36 141.300 89.538 0.000 + 37 141.300 80.466 0.000 + 38 250.000 74.000 0.000 + 39 141.300 74.000 0.000 + 40 141.300 77.000 0.000 + 41 250.000 71.500 0.000 + 42 141.300 71.500 0.000 + 43 140.500 89.507 0.000 + 44 140.500 80.065 0.000 + 45 140.500 74.000 0.000 + 46 140.500 71.500 0.000 + 47 141.300 70.500 0.000 + 48 140.500 70.500 0.000 + 49 132.400 76.000 0.000 + 50 86.800 76.000 0.000 + 51 75.000 81.900 0.000 + 52 75.000 74.000 0.000 + 53 75.000 71.500 0.000 + 54 0.000 74.000 0.000 + 55 0.000 71.500 0.000 + 56 250.000 50.000 0.000 + 57 0.000 50.000 0.000 + 58 250.000 97.590 0.000 + 59 193.316 97.590 0.000 + 60 141.000 97.590 0.000 + 61 140.600 103.340 0.000 + 62 0.000 103.340 0.000 + 63 0.000 103.340 0.000 + 64 250.000 103.340 0.000 +[END OF POINTS] + +[CURVES] + 73 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 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number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 31 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 37 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 42 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 51 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 45 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 46 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 73 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 63 64 +[END OF CURVES] + +[BOUNDARIES] + 24 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 68 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 67 64 56 55 54 43 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 66 65 64 56 55 54 43 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 65 64 56 55 54 43 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 62 53 56 55 54 43 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 61 60 59 58 51 53 56 55 54 + 43 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 57 49 51 53 56 55 54 + 43 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 56 + 55 54 43 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 52 + 43 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 50 44 + 43 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 48 42 41 + 44 43 + 11 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 46 39 42 41 + 44 43 + 12 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 45 37 39 42 41 + 44 43 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 44 43 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 40 + 15 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 38 35 23 + 16 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 36 + 35 23 + 17 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 30 19 + 22 24 23 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 27 26 25 10 20 19 + 22 24 23 + 19 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 24 23 + 20 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 21 5 4 3 17 + 21 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 18 + 7 6 5 4 3 17 + 22 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 17 + 23 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 24 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 24 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 24 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 69 70 71 72 + 2 - PlLine number + 1 - number of curves on PlLine, next line(s) are curvenumbers + 73 +[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] + 23 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil (L) 3-3 + 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 + FC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - 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 + UMC(M) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 3 - Boundarynumber at top of layer + 2 - Boundarynumber at bottom of layer + 4 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 4 - Boundarynumber at top of layer + 3 - Boundarynumber at bottom of layer + 5 - Layer number, next line is material of layer + UMC(L) 3-3 (diep) + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 5 - Boundarynumber at top of layer + 4 - Boundarynumber at bottom of layer + 6 - Layer number, next line is material of layer + Sand 3-3 + 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 + Sand 3-3 + 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 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 8 - Boundarynumber at top of layer + 7 - Boundarynumber at bottom of layer + 9 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 10 - Boundarynumber at top of layer + 9 - Boundarynumber at bottom of layer + 11 - Layer number, next line is material of layer + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + 14 - Layer number, next line is material of layer + FC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(L) 3-3 + 99 - Piezometric level line at top of layer + 99 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Good Earth 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - Layer number, next line is material of layer + Sand 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 23 - Boundarynumber at top of layer + 22 - 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] + 23 Number of layers + 23 100 + 22 100 100 + 21 100 100 100 + 20 100 100 100 100 + 19 100 100 100 100 100 + 18 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 157.585 179.055 10 X-direction + 105.549 121.371 10 Y-direction + 95.000 80.000 10 Tangent lines + 120.900 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] + 1 = number of items +Uniform Load (1) + 33.00 = magnitude + 135.00 150.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 120.900 120.900 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 120.900 120.900 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 + 23 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 117.90 = Width top rest profile [m] + 120.90 = 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 + 120.90 = Required safety in zone 2b + 119.90 = 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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/segments.csv =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/segments.csv (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/segments.csv (revision 1887) @@ -0,0 +1,6 @@ +segment_id;soilgeometry2D_name;probability;calculation_type +SD CS1 3-3;3_3_SingaporeCrossSection.sti;100;Stability +SD CS2 8-8;8_8_SingaporeCrossSection.sti;100;Stability +SD CS3 10-10;10_10_SingaporeCrossSection.sti;100;Stability +CD CS1 X1;Section1_SingaporeCrossSection.sti;100;Stability +CD CS2 X3;Section3_SingaporeCrossSection.sti;100;Stability Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/csv files/soilmaterials.mdb =================================================================== diff -u Binary files differ Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection_Outward.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection_Outward.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection_Outward.sti (revision 1887) @@ -0,0 +1,1915 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 3:37:56 PM +FILENAME : D:\DamLive_10sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection_Outward.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] + 10 = number of items +[SOIL] +Sand 3-3 (bu) +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.70 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=23.30 +SoilDilatancy=23.30 +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 3-3 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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] +UMC(L) 3-3 (bu) +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=27.76 +SoilCuBottom=27.76 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(L) 3-3 (bu) +SoilColor=7648893 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=15.84 +SoilDilatancy=0.00 +SoilCuTop=29.80 +SoilCuBottom=31.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 +SoilColor=9764853 +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] +UMC(M) 3-3 (bu) +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.10 +SoilGamWet=15.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=12.23 +SoilDilatancy=0.00 +SoilCuTop=2.80 +SoilCuBottom=10.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +FC(M) 3-3 (bu) +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.10 +SoilGamWet=19.10 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=16.17 +SoilDilatancy=0.00 +SoilCuTop=23.40 +SoilCuBottom=26.20 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 3-3 (bu) +SoilColor=12171263 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.40 +SoilDilatancy=19.40 +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] +Residual Soil (L) 3-3 +SoilColor=9276906 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.00 +SoilGamWet=19.00 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=19.77 +SoilDilatancy=0.00 +SoilCuTop=92.45 +SoilCuBottom=146.80 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +UMC(L) 3-3 (diep) (bu) +SoilColor=5866717 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=15.25 +SoilGamWet=15.25 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=13.54 +SoilDilatancy=0.00 +SoilCuTop=36.14 +SoilCuBottom=37.90 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 62 - Number of geometry points - + 1 250.000 77.000 0.000 + 2 250.000 103.340 0.000 + 3 0.000 103.340 0.000 + 4 250.000 98.300 0.000 + 5 188.300 98.300 0.000 + 6 186.900 97.600 0.000 + 7 184.300 96.300 0.000 + 8 182.300 96.300 0.000 + 9 179.700 97.600 0.000 + 10 178.300 98.300 0.000 + 11 173.800 98.300 0.000 + 12 152.000 105.500 0.000 + 13 150.000 105.500 0.000 + 14 137.000 105.500 0.000 + 15 135.000 105.500 0.000 + 16 83.700 88.400 0.000 + 17 79.700 88.400 0.000 + 18 76.700 87.300 0.000 + 19 64.200 87.300 0.000 + 20 0.000 87.300 0.000 + 21 250.000 97.600 0.000 + 22 172.411 98.300 0.000 + 23 156.350 103.400 0.000 + 24 174.615 97.600 0.000 + 25 250.000 91.000 0.000 + 26 195.400 91.000 0.000 + 27 137.000 104.450 0.000 + 28 135.000 104.450 0.000 + 29 131.830 103.400 0.000 + 30 83.700 87.300 0.000 + 31 141.300 103.400 0.000 + 32 141.300 103.970 0.000 + 33 140.500 103.970 0.000 + 34 140.500 103.400 0.000 + 35 160.900 90.300 0.000 + 36 141.300 89.538 0.000 + 37 141.300 80.466 0.000 + 38 250.000 74.000 0.000 + 39 141.300 74.000 0.000 + 40 141.300 77.000 0.000 + 41 250.000 71.500 0.000 + 42 141.300 71.500 0.000 + 43 140.500 89.507 0.000 + 44 140.500 80.065 0.000 + 45 140.500 74.000 0.000 + 46 140.500 71.500 0.000 + 47 141.300 70.500 0.000 + 48 140.500 70.500 0.000 + 49 132.400 76.000 0.000 + 50 86.800 76.000 0.000 + 51 75.000 81.900 0.000 + 52 75.000 74.000 0.000 + 53 75.000 71.500 0.000 + 54 0.000 74.000 0.000 + 55 0.000 71.500 0.000 + 56 250.000 50.000 0.000 + 57 0.000 50.000 0.000 + 58 250.000 97.590 0.000 + 59 193.316 97.590 0.000 + 60 141.000 97.590 0.000 + 61 140.600 98.300 0.000 + 62 0.000 98.300 0.000 +[END OF POINTS] + +[CURVES] + 72 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 21 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 11 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 23 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 9 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 24 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 26 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 14 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 30 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 23 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 34 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 26 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 36 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 37 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 40 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 42 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 31 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 43 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 37 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 39 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 45 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 42 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 42 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 48 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 43 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 44 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 51 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 45 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 52 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 46 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 53 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 52 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 53 + 68 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 57 56 + 69 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 58 + 70 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 59 + 71 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 60 + 72 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 62 61 +[END OF CURVES] + +[BOUNDARIES] + 24 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 68 + 1 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 67 64 56 55 54 43 + 2 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 66 65 64 56 55 54 43 + 3 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 65 64 56 55 54 43 + 4 - Boundary number + 9 - number of curves on boundary, next line(s) are curvenumbers + 16 61 63 62 53 56 55 54 43 + 5 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 61 60 59 58 51 53 56 55 54 + 43 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 57 49 51 53 56 55 54 + 43 + 7 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 56 + 55 54 43 + 8 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 53 52 + 43 + 9 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 51 50 44 + 43 + 10 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 49 48 42 41 + 44 43 + 11 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 47 46 39 42 41 + 44 43 + 12 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 45 37 39 42 41 + 44 43 + 13 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 44 43 + 14 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 42 41 40 + 15 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 39 + 38 35 23 + 16 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 37 36 + 35 23 + 17 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 34 33 32 31 30 19 + 22 24 23 + 18 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 16 15 29 28 27 26 25 10 20 19 + 22 24 23 + 19 - Boundary number + 12 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 24 23 + 20 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 22 + 21 5 4 3 17 + 21 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 20 19 18 + 7 6 5 4 3 17 + 22 - Boundary number + 15 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 17 + 23 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 16 15 14 13 12 11 10 9 8 7 + 6 5 4 3 2 1 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 24 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 24 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 24 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 72 71 70 69 +[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] + 23 - Number of layers - + 1 - Layer number, next line is material of layer + Residual Soil (L) 3-3 + 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 + FC(M) 3-3 (bu) + 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 + UMC(M) 3-3 (bu) + 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 + FC(L) 3-3 (bu) + 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 + UMC(L) 3-3 (diep) (bu) + 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 + Sand 3-3 (bu) + 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 + Sand 3-3 (bu) + 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 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + CB 3-3 + 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 + 14 - Layer number, next line is material of layer + FC(L) 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 14 - Boundarynumber at top of layer + 13 - Boundarynumber at bottom of layer + 15 - Layer number, next line is material of layer + UMC(L) 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 15 - Boundarynumber at top of layer + 14 - Boundarynumber at bottom of layer + 16 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 16 - Boundarynumber at top of layer + 15 - Boundarynumber at bottom of layer + 17 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 17 - Boundarynumber at top of layer + 16 - Boundarynumber at bottom of layer + 18 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 18 - Boundarynumber at top of layer + 17 - Boundarynumber at bottom of layer + 19 - Layer number, next line is material of layer + Revetment 3-3 + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 19 - Boundarynumber at top of layer + 18 - Boundarynumber at bottom of layer + 20 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 20 - Boundarynumber at top of layer + 19 - Boundarynumber at bottom of layer + 21 - Layer number, next line is material of layer + Good Earth 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 21 - Boundarynumber at top of layer + 20 - Boundarynumber at bottom of layer + 22 - Layer number, next line is material of layer + Good Earth 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 22 - Boundarynumber at top of layer + 21 - Boundarynumber at bottom of layer + 23 - Layer number, next line is material of layer + Sand 3-3 (bu) + 1 - Piezometric level line at top of layer + 1 - Piezometric level line at bottom of layer + 23 - Boundarynumber at top of layer + 22 - 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] + 23 Number of layers + 23 100 + 22 100 100 + 21 100 100 100 + 20 100 100 100 100 + 19 100 100 100 100 100 + 18 100 100 100 100 100 100 + 17 100 100 100 100 100 100 100 + 16 100 100 100 100 100 100 100 100 + 15 100 100 100 100 100 100 100 100 100 + 14 100 100 100 100 100 100 100 100 100 100 + 13 100 100 100 100 100 100 100 100 100 100 + 100 + 12 100 100 100 100 100 100 100 100 100 100 + 100 100 + 11 100 100 100 100 100 100 100 100 100 100 + 100 100 100 + 10 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 + 9 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 + 8 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 + 7 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 + 6 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 + 5 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 + 2 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 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 + 100 100 100 100 100 100 100 100 100 100 + 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 87.383 117.665 15 X-direction + 146.300 173.437 15 Y-direction + 77.568 67.568 10 Tangent lines + 120.900 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] + 1 = number of items +Load + 33.00 = magnitude + -29.10 -14.10 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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] + 120.900 120.900 1 X-direction Left + 0.000 0.000 1 Y-direction Left + 120.900 120.900 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 + 23 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 117.90 = Width top rest profile [m] + 120.90 = 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 + 120.90 = Required safety in zone 2b + 119.90 = 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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/live.ParametersFile.xml =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/live.ParametersFile.xml (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/live.ParametersFile.xml (revision 1887) @@ -0,0 +1,18 @@ + + + + 1 + 0 + 0 + 0 + 0 + 0 + + + Bishop + CPhi + 0 + Grid + 0 + + \ No newline at end of file Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection_org.sti =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection_org.sti (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection_org.sti (revision 1887) @@ -0,0 +1,1421 @@ +Input file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/10/2018 +TIME : 4:21:17 PM +FILENAME : D:\DAMLiveSingapore\Werkdocumenten\Controle\Geometries\Section3_SingaporeCrossSection.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 +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=23.07 +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 +SoilColor=13827451 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.00 +SoilGamWet=17.00 +SoilRestSlope=0 +SoilCohesion=15.00 +SoilPhi=19.40 +SoilDilatancy=0.00 +SoilCuTop=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=1 +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 +SoilColor=9544960 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=17.64 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=25.00 +SoilDilatancy=25.00 +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 +SoilColor=6270895 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.85 +SoilGamWet=19.85 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=20.90 +SoilDilatancy=20.90 +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] +SDF +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=35.00 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=35.00 +SoilCuBottom=35.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] +DCM +SoilColor=10944420 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=32.50 +SoilPhi=0.00 +SoilDilatancy=0.00 +SoilCuTop=32.50 +SoilCuBottom=32.50 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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) +SoilColor=9211020 +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=50.80 +SoilCuBottom=127.40 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 62 - Number of geometry points - + 1 -14.500 99.300 0.000 + 2 -20.000 99.500 0.000 + 3 100.000 90.790 0.000 + 4 72.200 90.790 0.000 + 5 -2.300 102.000 0.000 + 6 -6.300 102.000 0.000 + 7 -7.800 101.500 0.000 + 8 -10.000 102.000 0.000 + 9 -20.000 103.000 0.000 + 10 15.610 98.290 0.000 + 11 9.700 98.300 0.000 + 12 -0.300 101.600 0.000 + 13 -2.300 101.600 0.000 + 14 72.200 84.225 0.000 + 15 15.640 84.225 0.000 + 16 9.600 97.300 0.000 + 17 15.612 97.300 0.000 + 18 71.930 90.790 0.000 + 19 70.430 91.190 0.000 + 20 68.930 91.190 0.000 + 21 35.000 102.500 0.000 + 22 33.000 102.500 0.000 + 23 29.000 102.500 0.000 + 24 27.017 102.500 0.000 + 25 15.640 98.700 0.000 + 26 9.600 98.700 0.000 + 27 -0.300 102.000 0.000 + 28 68.930 90.790 0.000 + 29 36.200 101.700 0.000 + 30 35.000 102.100 0.000 + 31 33.000 102.100 0.000 + 32 29.000 102.100 0.000 + 33 27.000 102.100 0.000 + 34 25.802 101.700 0.000 + 35 33.000 101.700 0.000 + 36 29.000 101.700 0.000 + 37 66.000 90.765 0.000 + 38 63.180 90.770 0.000 + 39 63.180 91.695 0.000 + 40 60.380 91.700 0.000 + 41 60.380 92.625 0.000 + 42 57.580 92.620 0.000 + 43 57.580 93.550 0.000 + 44 54.780 93.560 0.000 + 45 54.780 94.480 0.000 + 46 52.000 94.500 0.000 + 47 52.000 95.420 0.000 + 48 49.200 95.420 0.000 + 49 49.200 96.332 0.000 + 50 49.200 96.370 0.000 + 51 49.092 96.368 0.000 + 52 46.400 96.370 0.000 + 53 46.400 97.300 0.000 + 54 43.291 97.300 0.000 + 55 43.291 98.290 0.000 + 56 18.780 98.290 0.000 + 57 100.000 60.000 0.000 + 58 -20.000 60.000 0.000 + 59 -20.000 101.700 0.000 + 60 25.909 101.700 0.000 + 61 63.848 90.790 0.000 + 62 100.000 90.790 0.000 +[END OF POINTS] + +[CURVES] + 67 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 13 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 4 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 15 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 17 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 7 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 16 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 4 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 18 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 21 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 23 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 25 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 18 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 29 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 22 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 23 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 34 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 29 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 36 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 28 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 38 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 39 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 41 40 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 43 42 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 44 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 45 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 46 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 47 + 53 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 49 48 + 54 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 50 49 + 55 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 51 50 + 56 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 52 51 + 57 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 53 52 + 58 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 54 53 + 59 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 55 54 + 60 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 55 + 61 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 36 + 62 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 56 + 63 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 56 55 + 64 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 58 57 + 65 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 59 60 + 66 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 60 61 + 67 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 61 62 +[END OF CURVES] + +[BOUNDARIES] + 11 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 64 + 1 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 1 17 16 13 12 11 2 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 14 13 + 12 11 2 + 3 - Boundary number + 32 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 62 63 + 59 58 57 56 55 54 53 52 51 50 + 49 48 47 46 45 44 43 42 41 29 + 18 2 + 4 - Boundary number + 34 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 62 61 + 39 60 59 58 57 56 55 54 53 52 + 51 50 49 48 47 46 45 44 43 42 + 41 29 18 2 + 5 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 62 61 + 39 38 30 29 18 2 + 6 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 37 40 + 39 38 30 29 18 2 + 7 - Boundary number + 20 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 37 36 + 35 34 23 33 32 31 30 29 18 2 + 8 - Boundary number + 19 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 10 9 8 7 37 36 + 35 34 23 22 21 20 19 18 2 + 9 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 1 15 4 3 28 27 26 25 24 23 + 22 21 20 19 18 2 + 10 - Boundary number + 16 - number of curves on boundary, next line(s) are curvenumbers + 6 5 4 3 28 27 26 25 24 23 + 22 21 20 19 18 2 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 11 - Number of boundaries - + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 11 - 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 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 11 - Number of boundaries - + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 1 - Number of piezometric level lines - + 1 - PlLine number + 3 - number of curves on PlLine, next line(s) are curvenumbers + 65 66 67 +[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] + 10 - Number of layers - + 1 - Layer number, next line is material of layer + RS(L) + 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 + Good Earth + 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 + DCM + 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 + SDF + 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 + 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 + Sand + 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 + Good Earth + 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 + Revetment + 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 + Revetment + 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 + 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 +[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] + 10 Number of layers + 10 100 + 9 100 100 + 8 100 100 100 + 7 100 100 100 100 + 6 100 100 100 100 100 + 5 100 100 100 100 100 100 + 4 100 100 100 100 100 100 100 + 3 100 100 100 100 100 100 100 100 + 2 100 100 100 100 100 100 100 100 100 + 1 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] + 100 100 100 100 100 100 100 100 100 100 + 0 capillary water not included +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] + 100 100 100 100 100 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] +[CIRCLES] + 37.491 56.916 10 X-direction + 101.154 119.940 10 Y-direction + 95.000 83.000 10 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] + 2 = number of items +Uniform Load (1) + 33.00 = magnitude + -5.80 -0.80 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +Uniform Load (2) + 33.00 = magnitude + 28.00 34.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 10 - 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 +[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] + 3.00 = Width top rest profile [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 +[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] Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sts =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sts (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sts (revision 1887) @@ -0,0 +1,200 @@ +[Frame] +ProjectId=- +AnnexNum=- +DrawnBy=- +DateStamp=- +UseCurrentDate=1 + +[Page] +PagePrintAxes01=0 +PageOrientation01=1 +PageMarginLeft01=10 +PageMarginRight01=30 +PageMarginTop01=10 +PageMarginBottom01=10 +PageWidth01=210 +PageHeight01=297 +PagePrintAxes02=0 +PageOrientation02=0 +PageMarginLeft02=30 +PageMarginRight02=10 +PageMarginTop02=10 +PageMarginBottom02=10 +PageWidth02=210 +PageHeight02=297 + +[Graphic input] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=1 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=0 +Points on=1 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Results Graph] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[FMin grid] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=0 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=0 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=0 +Loads Numbering=0 +Forbidden Lines=0 +Forbidden Lines Numbering=0 +GeoTextiles=0 +GeoTextiles Numbering=0 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Safety overview] +Grid Distance=1 +Selection accuracy=2 +Limit Left=-100 +Limit Right=100 +Limit Bottom=-20 +Limit Top=20 +Rulers=1 +Grid=0 +Snap=0 +InfoBar=1 +Cursor=0 +Origin=1 +Deform=1 +Points on=0 +Point numbers on=0 +Auto scale setting=1 +Legend on=1 +Layerlabels on=1 +Layercolors on=1 +Layerlabels as=0 +Settlement factor=1000 +Loads=1 +Loads Numbering=1 +Forbidden Lines=1 +Forbidden Lines Numbering=1 +GeoTextiles=1 +GeoTextiles Numbering=1 +Nails=1 +Nails Numbering=1 +Reference Level=1 +IsoLines=1 +Loads Default=1 +Loads Size=0.5 +Units in N_mm=0 +Isolines Numbering=1 +Isolines Values=0 +Nr of Isolines=11 +Isolines Min Value=1 +Isolines Max Value=1.5 +Save Limit=1.5 +Fail Limit=1 + +[Calculation] +Graphic Indicator=1 +Short Report=0 Index: IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sto =================================================================== diff -u --- IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sto (revision 0) +++ IssueRelatedData/MDDAM-1342/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sto (revision 1887) @@ -0,0 +1,4883 @@ +Program : D-Geo Stability +Version : 18.1.1.3 +Company : Stichting Deltares +Date : 9/10/2018 +Time : 11:42:10 AM + +Output file : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.sto +Input file : D:\DamLive_5sep\workdir\csv files\Geometries\3_3_SingaporeCrossSection.sti +========================== BEGINNING OF DATA ========================== + + + ECHO OF THE INPUT + ================= + + + Problem identification : + : + + Calculation model : Bishop + Default shear strength : C phi + + LAYER BOUNDARIES + ================ + + Boundary no.| Co-ordinates [m] + ------------|---------------------------------------------------- + | + 23 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 23 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 23 - X - | 137.00 150.00 152.00 173.80 178.30 179.70 + 23 - Y - | 105.50 105.50 105.50 98.30 98.30 97.60 + | + 23 - X - | 182.30 184.30 186.90 188.30 250.00 + 23 - Y - | 96.30 96.30 97.60 98.30 98.30 + | + 22 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 22 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 22 - X - | 137.00 150.00 152.00 173.80 178.30 179.70 + 22 - Y - | 105.50 105.50 105.50 98.30 98.30 97.60 + | + 22 - X - | 182.30 184.30 186.90 250.00 + 22 - Y - | 96.30 96.30 97.60 97.60 + | + 21 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 21 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 21 - X - | 137.00 150.00 156.35 172.41 173.80 178.30 + 21 - Y - | 105.50 105.50 103.40 98.30 98.30 98.30 + | + 21 - X - | 179.70 182.30 184.30 186.90 250.00 + 21 - Y - | 97.60 96.30 96.30 97.60 97.60 + | + 20 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 20 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 20 - X - | 137.00 150.00 156.35 172.41 174.62 179.70 + 20 - Y - | 105.50 105.50 103.40 98.30 97.60 97.60 + | + 20 - X - | 182.30 184.30 186.90 250.00 + 20 - Y - | 96.30 96.30 97.60 97.60 + | + 19 - X - | 0.00 64.20 76.70 79.70 83.70 135.00 + 19 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50 + | + 19 - X - | 137.00 150.00 156.35 172.41 174.62 195.40 + 19 - Y - | 105.50 105.50 103.40 98.30 97.60 91.00 + | + 19 - X - | 250.00 + 19 - Y - | 91.00 + | + 18 - X - | 0.00 64.20 76.70 83.70 131.83 135.00 + 18 - Y - | 87.30 87.30 87.30 87.30 103.40 104.45 + | + 18 - X - | 137.00 137.00 150.00 156.35 172.41 174.62 + 18 - Y - | 104.45 105.50 105.50 103.40 98.30 97.60 + | + 18 - X - | 195.40 250.00 + 18 - Y - | 91.00 91.00 + | + 17 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 17 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 17 - X - | 140.50 141.30 141.30 156.35 172.41 174.62 + 17 - Y - | 103.97 103.97 103.40 103.40 98.30 97.60 + | + 17 - X - | 195.40 250.00 + 17 - Y - | 91.00 91.00 + | + 16 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 16 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 16 - X - | 140.50 141.30 141.30 141.30 160.90 195.40 + 16 - Y - | 103.97 103.97 103.40 89.54 90.30 91.00 + | + 16 - X - | 250.00 + 16 - Y - | 91.00 + | + 15 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 15 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 15 - X - | 140.50 141.30 141.30 141.30 141.30 160.90 + 15 - Y - | 103.97 103.97 103.40 89.54 80.47 90.30 + | + 15 - X - | 195.40 250.00 + 15 - Y - | 91.00 91.00 + | + 14 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 14 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 14 - X - | 140.50 141.30 141.30 141.30 141.30 141.30 + 14 - Y - | 103.97 103.97 103.40 89.54 80.47 77.00 + | + 14 - X - | 141.30 250.00 + 14 - Y - | 74.00 74.00 + | + 13 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 13 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 13 - X - | 140.50 141.30 141.30 141.30 141.30 141.30 + 13 - Y - | 103.97 103.97 103.40 89.54 80.47 77.00 + | + 13 - X - | 141.30 141.30 250.00 + 13 - Y - | 74.00 71.50 71.50 + | + 12 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 12 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 12 - X - | 141.30 141.30 141.30 141.30 141.30 141.30 + 12 - Y - | 103.40 89.54 80.47 77.00 74.00 71.50 + | + 12 - X - | 250.00 + 12 - Y - | 71.50 + | + 11 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 11 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 11 - X - | 140.50 141.30 141.30 141.30 141.30 141.30 + 11 - Y - | 89.51 89.54 80.47 77.00 74.00 71.50 + | + 11 - X - | 250.00 + 11 - Y - | 71.50 + | + 10 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 10 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 10 - X - | 140.50 140.50 141.30 141.30 141.30 141.30 + 10 - Y - | 89.51 80.06 80.47 77.00 74.00 71.50 + | + 10 - X - | 250.00 + 10 - Y - | 71.50 + | + 9 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 9 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 9 - X - | 140.50 140.50 140.50 141.30 141.30 250.00 + 9 - Y - | 89.51 80.06 74.00 74.00 71.50 71.50 + | + 8 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 8 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 8 - X - | 140.50 140.50 140.50 140.50 141.30 250.00 + 8 - Y - | 89.51 80.06 74.00 71.50 71.50 71.50 + | + 7 - X - | 0.00 64.20 76.70 83.70 131.83 140.50 + 7 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40 + | + 7 - X - | 140.50 140.50 140.50 140.50 140.50 141.30 + 7 - Y - | 89.51 80.06 74.00 71.50 70.50 70.50 + | + 7 - X - | 141.30 250.00 + 7 - Y - | 71.50 71.50 + | + 6 - X - | 0.00 64.20 76.70 83.70 140.50 140.50 + 6 - Y - | 87.30 87.30 87.30 87.30 89.51 80.06 + | + 6 - X - | 140.50 140.50 140.50 141.30 141.30 250.00 + 6 - Y - | 74.00 71.50 70.50 70.50 71.50 71.50 + | + 5 - X - | 0.00 64.20 75.00 86.80 132.40 140.50 + 5 - Y - | 87.30 87.30 81.90 76.00 76.00 80.06 + | + 5 - X - | 140.50 140.50 140.50 141.30 141.30 250.00 + 5 - Y - | 74.00 71.50 70.50 70.50 71.50 71.50 + | + 4 - X - | 0.00 64.20 75.00 75.00 140.50 140.50 + 4 - Y - | 87.30 87.30 81.90 74.00 74.00 71.50 + | + 4 - X - | 140.50 141.30 141.30 250.00 + 4 - Y - | 70.50 70.50 71.50 71.50 + | + 3 - X - | 0.00 64.20 75.00 75.00 75.00 140.50 + 3 - Y - | 87.30 87.30 81.90 74.00 71.50 71.50 + | + 3 - X - | 140.50 141.30 141.30 250.00 + 3 - Y - | 70.50 70.50 71.50 71.50 + | + 2 - X - | 0.00 75.00 75.00 140.50 140.50 141.30 + 2 - Y - | 74.00 74.00 71.50 71.50 70.50 70.50 + | + 2 - X - | 141.30 250.00 + 2 - Y - | 71.50 71.50 + | + 1 - X - | 0.00 75.00 140.50 140.50 141.30 141.30 + 1 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50 + | + 1 - X - | 250.00 + 1 - Y - | 71.50 + | + 0 - X - | 0.00 250.00 + 0 - Y - | 50.00 50.00 + + + + PL-LINES + ======== + + Pl-line no. | Co-ordinates [m] + ------------|---------------------------------------------------- + | + 1 - X - | 0.00 140.60 141.00 193.32 250.00 + 1 - Y - | 103.34 103.34 97.59 97.59 97.59 + | + 2 - X - | 0.00 250.00 + 2 - Y - | 103.34 103.34 + + + + + Unit weight of water used for calculation: 9.81 [kN/m3] + The groundwater level is determined by Pl-line number 1 + + + + FORBIDDEN LINES + =============== + + No forbidden lines were input. + + + + SOIL PROPERTIES + =============== + + Layer no.| Material name + ---------|----------------------------- + 23 | Sand 3-3 + 22 | Good Earth 3-3 + 21 | Good Earth 3-3 + 20 | Sand 3-3 + 19 | Revetment 3-3 + 18 | Sand 3-3 + 17 | Sand 3-3 + 16 | Sand 3-3 + 15 | UMC(L) 3-3 + 14 | FC(L) 3-3 + 13 | CB 3-3 + 12 | CB 3-3 + 11 | CB 3-3 + 10 | CB 3-3 + 9 | CB 3-3 + 8 | CB 3-3 + 7 | Sand 3-3 + 6 | Sand 3-3 + 5 | UMC(L) 3-3 (diep) + 4 | FC(L) 3-3 + 3 | UMC(M) 3-3 + 2 | FC(M) 3-3 + 1 | Residual Soil (L) 3-3 + + Layer | Gam usat| Gam sat | Pl-line | Pl-line | + number | [kN/m3] | [kN/m3] | top | bottom | + ---------|---------|---------|---------|---------| + 23 | 17.70 | 19.85 | 1 | 1 | + 22 | 17.00 | 17.00 | 1 | 1 | + 21 | 17.00 | 17.00 | 1 | 1 | + 20 | 17.70 | 19.85 | 1 | 1 | + 19 | 17.64 | 19.85 | 1 | 1 | + 18 | 17.70 | 19.85 | 1 | 1 | + 17 | 17.70 | 19.85 | 1 | 1 | + 16 | 17.70 | 19.85 | 1 | 1 | + 15 | 15.25 | 15.25 | 99 | 99 | + 14 | 19.10 | 19.10 | 99 | 99 | + 13 | 13.00 | 13.00 | 1 | 1 | + 12 | 13.00 | 13.00 | 1 | 1 | + 11 | 13.00 | 13.00 | 1 | 1 | + 10 | 13.00 | 13.00 | 99 | 99 | + 9 | 13.00 | 13.00 | 1 | 1 | + 8 | 13.00 | 13.00 | 99 | 99 | + 7 | 17.70 | 19.85 | 1 | 1 | + 6 | 17.70 | 19.85 | 1 | 1 | + 5 | 15.25 | 15.25 | 99 | 99 | + 4 | 19.10 | 19.10 | 99 | 99 | + 3 | 15.10 | 15.10 | 99 | 99 | + 2 | 19.10 | 19.10 | 99 | 99 | + 1 | 19.00 | 19.00 | 2 | - | + + Pore water pressure + ------------------------------ + Layer | Excess | P.pres. | + number | p.pres. | factor | + | [kN/m2] | [-] | + ---------|---------|---------| + 23 | 0.00 | 1.00 | + 22 | 0.00 | 1.00 | + 21 | 0.00 | 1.00 | + 20 | 0.00 | 1.00 | + 19 | 0.00 | 1.00 | + 18 | 0.00 | 1.00 | + 17 | 0.00 | 1.00 | + 16 | 0.00 | 1.00 | + 15 | 0.00 | 1.00 | + 14 | 0.00 | 1.00 | + 13 | 0.00 | 1.00 | + 12 | 0.00 | 1.00 | + 11 | 0.00 | 1.00 | + 10 | 0.00 | 1.00 | + 9 | 0.00 | 1.00 | + 8 | 0.00 | 1.00 | + 7 | 0.00 | 1.00 | + 6 | 0.00 | 1.00 | + 5 | 0.00 | 1.00 | + 4 | 0.00 | 1.00 | + 3 | 0.00 | 1.00 | + 2 | 0.00 | 1.00 | + 1 | 0.00 | 1.00 | + + Layer | Cohesion| Phi |Dilatancy| S | POP | m | + number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] | + ---------|---------|---------|---------|---------|---------|---------| + 23 | 0.00 | 23.30 | 23.30 | - | - | - | + 22 | 0.00 | 19.40 | 19.40 | - | - | - | + 21 | 0.00 | 19.40 | 19.40 | - | - | - | + 20 | 0.00 | 23.30 | 23.30 | - | - | - | + 19 | 0.00 | 25.00 | 25.00 | - | - | - | + 18 | 0.00 | 23.30 | 23.30 | - | - | - | + 17 | 0.00 | 23.30 | 23.30 | - | - | - | + 16 | 0.00 | 23.30 | 23.30 | - | - | - | + 15 | - | - | - | - | - | - | + 14 | - | - | - | - | - | - | + 13 | 50.00 | 0.00 | 0.00 | - | - | - | + 12 | 50.00 | 0.00 | 0.00 | - | - | - | + 11 | 50.00 | 0.00 | 0.00 | - | - | - | + 10 | 50.00 | 0.00 | 0.00 | - | - | - | + 9 | 50.00 | 0.00 | 0.00 | - | - | - | + 8 | 50.00 | 0.00 | 0.00 | - | - | - | + 7 | 0.00 | 23.30 | 23.30 | - | - | - | + 6 | 0.00 | 23.30 | 23.30 | - | - | - | + 5 | - | - | - | - | - | - | + 4 | - | - | - | - | - | - | + 3 | - | - | - | - | - | - | + 2 | 0.00 | 16.17 | 0.00 | - | - | - | + 1 | - | - | - | - | - | - | + + Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM| + number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] | + ---------|---------|---------|---------|---------|---------|---------| + 23 | - | - | - | - | - | - | + 22 | - | - | - | - | - | - | + 21 | - | - | - | - | - | - | + 20 | - | - | - | - | - | - | + 19 | - | - | - | - | - | - | + 18 | - | - | - | - | - | - | + 17 | - | - | - | - | - | - | + 16 | - | - | - | - | - | - | + 15 | 27.76 | 27.76 | - | - | - | - | + 14 | 29.80 | 31.90 | - | - | - | - | + 13 | - | - | - | - | - | - | + 12 | - | - | - | - | - | - | + 11 | - | - | - | - | - | - | + 10 | - | - | - | - | - | - | + 9 | - | - | - | - | - | - | + 8 | - | - | - | - | - | - | + 7 | - | - | - | - | - | - | + 6 | - | - | - | - | - | - | + 5 | 36.14 | 37.90 | - | - | - | - | + 4 | 29.80 | 31.90 | - | - | - | - | + 3 | 2.80 | 10.50 | - | - | - | - | + 2 | - | - | - | - | - | - | + 1 | 92.45 | 146.80 | - | - | - | - | + + + + No degree of consolidation <> 100% input. + + + + CENTER POINT GRID AND TANGENT LINES + =================================== + + X co-ordinate grid left : 157.59 [m] + X co-ordinate grid right : 179.06 [m] + Number of grid points in X - direction : 10 + + Y co-ordinate grid bottom : 105.55 [m] + Y co-ordinate grid top : 121.37 [m] + Number of grid points in Y - direction : 10 + + Y co-ordinate tangent smallest circle : 95.00 [m] + Y co-ordinate tangent biggest circle : 80.00 [m] + Number of circles per grid point : 10 + + No fixed points input. + + Total number of center points in the grid: 100 + Total number of slip circles in the grid : 1000 + + + + MEASURED YIELD STRESS + ===================== + + No measured yield stress input. + + + LINE LOADS + ========== + + No line loads were input. + + + + UNIFORM LOAD + ============ + + Uniform |Magnitude| X start | X end | Distrib.| Load | + load number | [kN/m] | [m] | [m] | degrees | Type | + ------------|---------|---------|---------|---------|-----------| + 1 | 33.00 | 135.00 | 150.00 | 0.00 | Permanent | + + + + TREE ON SLOPE + ============= + + No tree on slope was input. + + + + DEGREE OF CONSOLIDATION : TEMPORARY LOADS + ========================================= + + Layer number| Degree of consolidation + -------------|------------------------- + 23 | 100 + 22 | 100 + 21 | 100 + 20 | 100 + 19 | 100 + 18 | 100 + 17 | 100 + 16 | 100 + 15 | 100 + 14 | 100 + 13 | 100 + 12 | 100 + 11 | 100 + 10 | 100 + 9 | 100 + 8 | 100 + 7 | 100 + 6 | 100 + 5 | 100 + 4 | 100 + 3 | 100 + 2 | 100 + 1 | 100 + + + + GEOTEXTILES + =========== + + No geotextiles were input. + + + + + NAILS + ===== + + No nails were input. + + + + EARTHQUAKE + ========== + + No earth quake factors were input. + + + + +**************** The input has been tested, and is correct. **************** +****************************************************************************** + + + RESULTS OF THE SLOPE STABILITY ANALYSIS + ======================================= + + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 157.59 | 105.55 | 25.55 | 1.34 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 23.88 | 1.46 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 22.22 | 1.61 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 20.55 | 1.77 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 18.88 | 2.02 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 17.22 | 2.44 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 15.55 | 2.79 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 13.88 | 2.78 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 12.22 | 2.77 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 10.55 | 2.79 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 27.31 | 1.30 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 25.64 | 1.42 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 23.97 | 1.55 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 22.31 | 1.68 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 20.64 | 1.88 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 18.97 | 2.18 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 17.31 | 2.68 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 15.64 | 2.55 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 13.97 | 2.51 | + ---------|---------|---------|---------| + 157.59 | 107.31 | 12.31 | 2.47 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 29.06 | 1.29 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 27.40 | 1.39 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 25.73 | 1.52 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 24.06 | 1.64 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 22.40 | 1.79 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 20.73 | 2.04 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 19.06 | 2.48 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 17.40 | 2.45 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 15.73 | 2.36 | + ---------|---------|---------|---------| + 157.59 | 109.06 | 14.06 | 2.31 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 30.82 | 1.29 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 29.16 | 1.39 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 27.49 | 1.51 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 25.82 | 1.63 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 24.16 | 1.76 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 22.49 | 1.95 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 20.82 | 2.34 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 19.16 | 2.37 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 17.49 | 2.27 | + ---------|---------|---------|---------| + 157.59 | 110.82 | 15.82 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 32.58 | 1.31 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 30.91 | 1.38 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 29.25 | 1.50 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 27.58 | 1.62 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 25.91 | 1.75 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 24.25 | 1.91 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 22.58 | 2.24 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 20.91 | 2.28 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 19.25 | 2.28 | + ---------|---------|---------|---------| + 157.59 | 112.58 | 17.58 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 34.34 | 1.34 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 32.67 | 1.39 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 31.01 | 1.50 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 29.34 | 1.63 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 27.67 | 1.76 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 26.01 | 1.90 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 24.34 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 22.67 | 2.20 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 21.01 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 114.34 | 19.34 | 2.14 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 36.10 | 1.38 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 34.43 | 1.41 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 32.76 | 1.51 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 31.10 | 1.64 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 29.43 | 1.76 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 27.76 | 1.91 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 26.10 | 2.16 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 24.43 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 22.76 | 2.18 | + ---------|---------|---------|---------| + 157.59 | 116.10 | 21.10 | 2.18 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 37.86 | 1.43 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 36.19 | 1.45 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 34.52 | 1.52 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 32.86 | 1.65 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 31.19 | 1.77 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 29.52 | 1.93 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 27.86 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 26.19 | 2.13 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 24.52 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 117.86 | 22.86 | 2.16 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 39.61 | 1.47 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 37.95 | 1.49 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 36.28 | 1.55 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 34.61 | 1.66 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 32.95 | 1.79 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 31.28 | 1.94 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 29.61 | 2.19 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 27.95 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 26.28 | 2.12 | + ---------|---------|---------|---------| + 157.59 | 119.61 | 24.61 | 2.15 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 41.37 | 1.51 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 39.70 | 1.54 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 38.04 | 1.58 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 36.37 | 1.68 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 34.70 | 1.81 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 33.04 | 1.96 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 31.37 | 2.21 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 29.70 | 2.17 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 28.04 | 2.12 | + ---------|---------|---------|---------| + 157.59 | 121.37 | 26.37 | 2.15 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 25.55 | 1.21 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 23.88 | 1.34 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 22.22 | 1.51 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 20.55 | 1.70 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 18.88 | 1.84 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 17.22 | 1.99 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 15.55 | 2.33 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 13.88 | 2.49 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 12.22 | 2.53 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 10.55 | 2.65 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 27.31 | 1.20 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 25.64 | 1.28 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 23.97 | 1.42 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 22.31 | 1.59 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 20.64 | 1.77 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 18.97 | 1.89 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 17.31 | 2.17 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 15.64 | 2.27 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 13.97 | 2.26 | + ---------|---------|---------|---------| + 159.97 | 107.31 | 12.31 | 2.27 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 29.06 | 1.20 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 27.40 | 1.26 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 25.73 | 1.36 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 24.06 | 1.51 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 22.40 | 1.68 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 20.73 | 1.88 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 19.06 | 2.07 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 17.40 | 2.15 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 15.73 | 2.11 | + ---------|---------|---------|---------| + 159.97 | 109.06 | 14.06 | 2.09 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 30.82 | 1.22 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 29.16 | 1.26 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 27.49 | 1.35 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 25.82 | 1.46 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 24.16 | 1.61 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 22.49 | 1.80 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 20.82 | 2.06 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 19.16 | 2.07 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 17.49 | 2.03 | + ---------|---------|---------|---------| + 159.97 | 110.82 | 15.82 | 1.99 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 32.58 | 1.26 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 30.91 | 1.27 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 29.25 | 1.34 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 27.58 | 1.44 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 25.91 | 1.57 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 24.25 | 1.74 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 22.58 | 2.00 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 20.91 | 2.05 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 19.25 | 1.97 | + ---------|---------|---------|---------| + 159.97 | 112.58 | 17.58 | 1.94 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 34.34 | 1.29 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 32.67 | 1.31 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 31.01 | 1.35 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 29.34 | 1.44 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 27.67 | 1.55 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 26.01 | 1.70 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 24.34 | 1.96 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 22.67 | 2.04 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 21.01 | 1.94 | + ---------|---------|---------|---------| + 159.97 | 114.34 | 19.34 | 1.91 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 36.10 | 1.33 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 34.43 | 1.35 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 32.76 | 1.37 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 31.10 | 1.44 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 29.43 | 1.55 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 27.76 | 1.68 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 26.10 | 1.92 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 24.43 | 2.01 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 22.76 | 1.96 | + ---------|---------|---------|---------| + 159.97 | 116.10 | 21.10 | 1.89 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 37.86 | 1.37 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 36.19 | 1.39 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 34.52 | 1.41 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 32.86 | 1.45 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 31.19 | 1.56 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 29.52 | 1.69 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 27.86 | 1.89 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 26.19 | 1.99 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 24.52 | 1.96 | + ---------|---------|---------|---------| + 159.97 | 117.86 | 22.86 | 1.89 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 39.61 | 1.40 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 37.95 | 1.43 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 36.28 | 1.45 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 34.61 | 1.48 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 32.95 | 1.57 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 31.28 | 1.69 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 29.61 | 1.90 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 27.95 | 1.97 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 26.28 | 1.95 | + ---------|---------|---------|---------| + 159.97 | 119.61 | 24.61 | 1.92 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 41.37 | 1.44 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 39.70 | 1.47 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 38.04 | 1.49 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 36.37 | 1.51 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 34.70 | 1.59 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 33.04 | 1.71 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 31.37 | 1.91 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 29.70 | 1.97 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 28.04 | 1.94 | + ---------|---------|---------|---------| + 159.97 | 121.37 | 26.37 | 1.95 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 25.55 | 1.21 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 23.88 | 1.30 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 22.22 | 1.47 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 20.55 | 1.54 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 18.88 | 1.67 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 17.22 | 1.81 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 15.55 | 2.05 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 13.88 | 2.31 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 12.22 | 2.39 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 10.55 | 2.39 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 27.31 | 1.19 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 25.64 | 1.25 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 23.97 | 1.36 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 22.31 | 1.54 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 20.64 | 1.59 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 18.97 | 1.73 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 17.31 | 1.92 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 15.64 | 2.09 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 13.97 | 2.10 | + ---------|---------|---------|---------| + 162.36 | 107.31 | 12.31 | 2.17 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 29.06 | 1.20 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 27.40 | 1.23 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 25.73 | 1.29 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 24.06 | 1.43 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 22.40 | 1.61 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 20.73 | 1.66 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 19.06 | 1.85 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 17.40 | 1.97 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 15.73 | 1.94 | + ---------|---------|---------|---------| + 162.36 | 109.06 | 14.06 | 1.97 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 30.82 | 1.22 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 29.16 | 1.24 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 27.49 | 1.27 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 25.82 | 1.37 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 24.16 | 1.53 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 22.49 | 1.65 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 20.82 | 1.80 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 19.16 | 1.91 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 17.49 | 1.85 | + ---------|---------|---------|---------| + 162.36 | 110.82 | 15.82 | 1.84 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 32.58 | 1.24 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 30.91 | 1.27 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 29.25 | 1.27 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 27.58 | 1.34 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 25.91 | 1.48 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 24.25 | 1.63 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 22.58 | 1.77 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 20.91 | 1.87 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 19.25 | 1.80 | + ---------|---------|---------|---------| + 162.36 | 112.58 | 17.58 | 1.77 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 34.34 | 1.27 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 32.67 | 1.29 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 31.01 | 1.30 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 29.34 | 1.33 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 27.67 | 1.44 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 26.01 | 1.59 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 24.34 | 1.79 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 22.67 | 1.86 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 21.01 | 1.77 | + ---------|---------|---------|---------| + 162.36 | 114.34 | 19.34 | 1.73 | + ---------|---------|---------|---------| + 162.36 | 116.10 | 36.10 | 1.29 | + ---------|---------|---------|---------| + 162.36 | 116.10 | 34.43 | 1.32 | + ---------|---------|---------|---------| + 162.36 | 116.10 | 32.76 | 1.33 | + ---------|---------|---------|---------| + 162.36 | 116.10 | 31.10 | 1.34 | + ---------|---------|---------|---------| + 162.36 | 116.10 | 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---------|---------|---------|---------| + 176.67 | 109.06 | 25.73 | 1.99 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 24.06 | 2.11 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 22.40 | 2.29 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 20.73 | 2.47 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 19.06 | 2.54 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 17.40 | 2.40 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 15.73 | 1.93 | + ---------|---------|---------|---------| + 176.67 | 109.06 | 14.06 | 1.77 | + ---------|---------|---------|---------| + 176.67 | 110.82 | 30.82 | 1.69 | + ---------|---------|---------|---------| + 176.67 | 110.82 | 29.16 | 1.78 | + ---------|---------|---------|---------| + 176.67 | 110.82 | 27.49 | 1.91 | + ---------|---------|---------|---------| + 176.67 | 110.82 | 25.82 | 2.01 | + ---------|---------|---------|---------| + 176.67 | 110.82 | 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176.67 | 112.58 | 20.91 | 2.30 | + ---------|---------|---------|---------| + 176.67 | 112.58 | 19.25 | 1.97 | + ---------|---------|---------|---------| + 176.67 | 112.58 | 17.58 | 1.64 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 34.34 | 1.59 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 32.67 | 1.66 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 31.01 | 1.75 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 29.34 | 1.86 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 27.67 | 2.02 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 26.01 | 2.19 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 24.34 | 2.32 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 22.67 | 2.26 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 21.01 | 1.97 | + ---------|---------|---------|---------| + 176.67 | 114.34 | 19.34 | 1.60 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 36.10 | 1.56 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 34.43 | 1.63 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 32.76 | 1.70 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 31.10 | 1.80 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 29.43 | 1.94 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 27.76 | 2.13 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 26.10 | 2.26 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 24.43 | 2.21 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 22.76 | 1.96 | + ---------|---------|---------|---------| + 176.67 | 116.10 | 21.10 | 1.57 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 37.86 | 1.54 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 36.19 | 1.60 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 34.52 | 1.67 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 32.86 | 1.75 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 31.19 | 1.87 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 29.52 | 2.08 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 27.86 | 2.21 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 26.19 | 2.17 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 24.52 | 1.94 | + ---------|---------|---------|---------| + 176.67 | 117.86 | 22.86 | 1.54 | Circle cuts surface > 2 times => + " | " | " | " | Piece X=159.20 till 184.27 taken. + ---------|---------|---------|---------| + 176.67 | 119.61 | 39.61 | 1.56 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 37.95 | 1.59 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 36.28 | 1.65 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 34.61 | 1.72 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 32.95 | 1.82 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 31.28 | 2.01 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 29.61 | 2.18 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 27.95 | 2.13 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 26.28 | 1.93 | + ---------|---------|---------|---------| + 176.67 | 119.61 | 24.61 | 1.60 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 41.37 | 1.54 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 39.70 | 1.59 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 38.04 | 1.64 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 36.37 | 1.70 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 34.70 | 1.79 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 33.04 | 1.95 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 31.37 | 2.13 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 29.70 | 2.10 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 28.04 | 1.91 | + ---------|---------|---------|---------| + 176.67 | 121.37 | 26.37 | 1.62 | + 179.06 | 105.55 | 25.55 | 2.34 | + 179.06 | 105.55 | 23.88 | 2.53 | + 179.06 | 105.55 | 22.22 | 2.78 | + 179.06 | 105.55 | 20.55 | 3.08 | + 179.06 | 105.55 | 18.88 | 3.42 | + 179.06 | 105.55 | 17.22 | 3.77 | + 179.06 | 105.55 | 15.55 | 4.03 | + 179.06 | 105.55 | 13.88 | 3.80 | + 179.06 | 105.55 | 12.22 | 2.97 | + 179.06 | 105.55 | 10.55 | 2.02 | + 179.06 | 107.31 | 27.31 | 2.18 | + 179.06 | 107.31 | 25.64 | 2.34 | + 179.06 | 107.31 | 23.97 | 2.52 | + 179.06 | 107.31 | 22.31 | 2.78 | + 179.06 | 107.31 | 20.64 | 3.09 | + 179.06 | 107.31 | 18.97 | 3.45 | + 179.06 | 107.31 | 17.31 | 3.72 | + 179.06 | 107.31 | 15.64 | 3.58 | + 179.06 | 107.31 | 13.97 | 3.00 | + 179.06 | 107.31 | 12.31 | 1.96 | + 179.06 | 109.06 | 29.06 | 2.05 | + 179.06 | 109.06 | 27.40 | 2.19 | + 179.06 | 109.06 | 25.73 | 2.34 | + 179.06 | 109.06 | 24.06 | 2.58 | + 179.06 | 109.06 | 22.40 | 2.86 | + 179.06 | 109.06 | 20.73 | 3.19 | + 179.06 | 109.06 | 19.06 | 3.47 | + 179.06 | 109.06 | 17.40 | 3.39 | + 179.06 | 109.06 | 15.73 | 2.96 | + 179.06 | 109.06 | 14.06 | 2.01 | + 179.06 | 110.82 | 30.82 | 1.92 | + 179.06 | 110.82 | 29.16 | 2.07 | + 179.06 | 110.82 | 27.49 | 2.20 | + 179.06 | 110.82 | 25.82 | 2.41 | + 179.06 | 110.82 | 24.16 | 2.67 | + 179.06 | 110.82 | 22.49 | 2.98 | + 179.06 | 110.82 | 20.82 | 3.26 | + 179.06 | 110.82 | 19.16 | 3.21 | + 179.06 | 110.82 | 17.49 | 2.88 | + 179.06 | 110.82 | 15.82 | 2.13 | + 179.06 | 112.58 | 32.58 | 1.83 | + 179.06 | 112.58 | 30.91 | 1.96 | + 179.06 | 112.58 | 29.25 | 2.10 | + 179.06 | 112.58 | 27.58 | 2.29 | + 179.06 | 112.58 | 25.91 | 2.53 | + 179.06 | 112.58 | 24.25 | 2.81 | + 179.06 | 112.58 | 22.58 | 3.09 | + 179.06 | 112.58 | 20.91 | 3.06 | + 179.06 | 112.58 | 19.25 | 2.79 | + 179.06 | 112.58 | 17.58 | 2.20 | + 179.06 | 114.34 | 34.34 | 1.75 | + 179.06 | 114.34 | 32.67 | 1.87 | + 179.06 | 114.34 | 31.01 | 2.01 | + 179.06 | 114.34 | 29.34 | 2.18 | + 179.06 | 114.34 | 27.67 | 2.40 | + 179.06 | 114.34 | 26.01 | 2.67 | + 179.06 | 114.34 | 24.34 | 2.95 | + 179.06 | 114.34 | 22.67 | 2.93 | + 179.06 | 114.34 | 21.01 | 2.70 | + 179.06 | 114.34 | 19.34 | 2.23 | + 179.06 | 116.10 | 36.10 | 1.70 | + 179.06 | 116.10 | 34.43 | 1.80 | + 179.06 | 116.10 | 32.76 | 1.92 | + 179.06 | 116.10 | 31.10 | 2.10 | + 179.06 | 116.10 | 29.43 | 2.30 | + 179.06 | 116.10 | 27.76 | 2.55 | + 179.06 | 116.10 | 26.10 | 2.82 | + 179.06 | 116.10 | 24.43 | 2.81 | + 179.06 | 116.10 | 22.76 | 2.62 | + 179.06 | 116.10 | 21.10 | 2.22 | + 179.06 | 117.86 | 37.86 | 1.67 | + 179.06 | 117.86 | 36.19 | 1.75 | + 179.06 | 117.86 | 34.52 | 1.86 | + 179.06 | 117.86 | 32.86 | 1.99 | + 179.06 | 117.86 | 31.19 | 2.22 | + 179.06 | 117.86 | 29.52 | 2.45 | + 179.06 | 117.86 | 27.86 | 2.71 | + 179.06 | 117.86 | 26.19 | 2.71 | + 179.06 | 117.86 | 24.52 | 2.54 | + 179.06 | 117.86 | 22.86 | 2.21 | + 179.06 | 119.61 | 39.61 | 1.64 | + 179.06 | 119.61 | 37.95 | 1.72 | + 179.06 | 119.61 | 36.28 | 1.81 | + 179.06 | 119.61 | 34.61 | 1.92 | + 179.06 | 119.61 | 32.95 | 2.13 | + 179.06 | 119.61 | 31.28 | 2.37 | + 179.06 | 119.61 | 29.61 | 2.62 | + 179.06 | 119.61 | 27.95 | 2.62 | + 179.06 | 119.61 | 26.28 | 2.47 | + 179.06 | 119.61 | 24.61 | 2.18 | + 179.06 | 121.37 | 41.37 | 1.62 | + 179.06 | 121.37 | 39.70 | 1.69 | + 179.06 | 121.37 | 38.04 | 1.78 | + 179.06 | 121.37 | 36.37 | 1.88 | + 179.06 | 121.37 | 34.70 | 2.05 | + 179.06 | 121.37 | 33.04 | 2.31 | + 179.06 | 121.37 | 31.37 | 2.54 | + 179.06 | 121.37 | 29.70 | 2.54 | + 179.06 | 121.37 | 28.04 | 2.40 | + 179.06 | 121.37 | 26.37 | 2.15 | + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 157.59 [m] + X maximum = 179.06 [m] + Y minimum = 105.55 [m] + Y maximum = 121.37 [m] + tangent minimum = 66.67 [m] + tangent maximum = 81.67 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 157.59 | 105.55 | 38.88 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 37.22 | 2.03 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 35.55 | 1.77 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 33.88 | 1.24 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 32.22 | 1.21 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 30.55 | 1.17 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 28.88 | 1.17 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 27.22 | 1.23 | + ---------|---------|---------|---------| + 157.59 | 105.55 | 25.55 | 1.34 | Evaluated earlier. + 157.59 | 105.55 | 23.88 | 1.46 | Evaluated earlier. + 157.59 | 107.31 | 40.64 | 2.25 | + 157.59 | 107.31 | 38.97 | 2.05 | + 157.59 | 107.31 | 37.31 | 1.79 | + 157.59 | 107.31 | 35.64 | 1.26 | + 157.59 | 107.31 | 33.97 | 1.24 | + 157.59 | 107.31 | 32.31 | 1.21 | + 157.59 | 107.31 | 30.64 | 1.17 | + 157.59 | 107.31 | 28.97 | 1.22 | + 157.59 | 107.31 | 27.31 | 1.30 | Evaluated earlier. + 157.59 | 107.31 | 25.64 | 1.42 | Evaluated earlier. + 157.59 | 109.06 | 42.40 | 2.27 | + 157.59 | 109.06 | 40.73 | 2.08 | + 157.59 | 109.06 | 39.06 | 1.82 | + 157.59 | 109.06 | 37.40 | 1.28 | + 157.59 | 109.06 | 35.73 | 1.26 | + 157.59 | 109.06 | 34.06 | 1.24 | + 157.59 | 109.06 | 32.40 | 1.21 | + 157.59 | 109.06 | 30.73 | 1.22 | + 157.59 | 109.06 | 29.06 | 1.29 | Evaluated earlier. + 157.59 | 109.06 | 27.40 | 1.39 | Evaluated earlier. + 157.59 | 110.82 | 44.16 | 2.30 | + 157.59 | 110.82 | 42.49 | 2.11 | + 157.59 | 110.82 | 40.82 | 1.85 | + 157.59 | 110.82 | 39.16 | 1.30 | + 157.59 | 110.82 | 37.49 | 1.28 | + 157.59 | 110.82 | 35.82 | 1.27 | + 157.59 | 110.82 | 34.16 | 1.24 | + 157.59 | 110.82 | 32.49 | 1.25 | + 157.59 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 157.59 | 110.82 | 29.16 | 1.39 | Evaluated earlier. + 157.59 | 112.58 | 45.91 | 2.34 | + 157.59 | 112.58 | 44.25 | 2.15 | + 157.59 | 112.58 | 42.58 | 1.88 | + 157.59 | 112.58 | 40.91 | 1.32 | + 157.59 | 112.58 | 39.25 | 1.31 | + 157.59 | 112.58 | 37.58 | 1.30 | + 157.59 | 112.58 | 35.91 | 1.27 | + 157.59 | 112.58 | 34.25 | 1.29 | + 157.59 | 112.58 | 32.58 | 1.31 | Evaluated earlier. + 157.59 | 112.58 | 30.91 | 1.38 | Evaluated earlier. + 157.59 | 114.34 | 47.67 | 2.37 | + 157.59 | 114.34 | 46.01 | 2.18 | + 157.59 | 114.34 | 44.34 | 1.93 | + 157.59 | 114.34 | 42.67 | 1.35 | + 157.59 | 114.34 | 41.01 | 1.34 | + 157.59 | 114.34 | 39.34 | 1.33 | + 157.59 | 114.34 | 37.67 | 1.31 | + 157.59 | 114.34 | 36.01 | 1.33 | + 157.59 | 114.34 | 34.34 | 1.34 | Evaluated earlier. + 157.59 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 157.59 | 116.10 | 49.43 | 2.41 | + 157.59 | 116.10 | 47.76 | 2.21 | + 157.59 | 116.10 | 46.10 | 1.96 | + 157.59 | 116.10 | 44.43 | 1.38 | + 157.59 | 116.10 | 42.76 | 1.37 | + 157.59 | 116.10 | 41.10 | 1.36 | + 157.59 | 116.10 | 39.43 | 1.36 | + 157.59 | 116.10 | 37.76 | 1.37 | + 157.59 | 116.10 | 36.10 | 1.38 | Evaluated earlier. + 157.59 | 116.10 | 34.43 | 1.41 | Evaluated earlier. + 157.59 | 117.86 | 51.19 | 2.45 | + 157.59 | 117.86 | 49.52 | 2.24 | + 157.59 | 117.86 | 47.85 | 2.00 | + 157.59 | 117.86 | 46.19 | 1.41 | + 157.59 | 117.86 | 44.52 | 1.40 | + 157.59 | 117.86 | 42.85 | 1.39 | + 157.59 | 117.86 | 41.19 | 1.39 | + 157.59 | 117.86 | 39.52 | 1.40 | + 157.59 | 117.86 | 37.86 | 1.43 | Evaluated earlier. + 157.59 | 117.86 | 36.19 | 1.45 | Evaluated earlier. + 157.59 | 119.61 | 52.95 | 2.50 | + 157.59 | 119.61 | 51.28 | 2.29 | + 157.59 | 119.61 | 49.61 | 2.04 | + 157.59 | 119.61 | 47.95 | 1.44 | + 157.59 | 119.61 | 46.28 | 1.43 | + 157.59 | 119.61 | 44.61 | 1.42 | + 157.59 | 119.61 | 42.95 | 1.43 | + 157.59 | 119.61 | 41.28 | 1.44 | + 157.59 | 119.61 | 39.61 | 1.47 | Evaluated earlier. + 157.59 | 119.61 | 37.95 | 1.49 | Evaluated earlier. + 157.59 | 121.37 | 54.70 | 2.54 | + 157.59 | 121.37 | 53.04 | 2.33 | + 157.59 | 121.37 | 51.37 | 2.09 | + 157.59 | 121.37 | 49.70 | 1.47 | + 157.59 | 121.37 | 48.04 | 1.46 | + 157.59 | 121.37 | 46.37 | 1.46 | + 157.59 | 121.37 | 44.70 | 1.48 | + 157.59 | 121.37 | 43.04 | 1.48 | + 157.59 | 121.37 | 41.37 | 1.51 | Evaluated earlier. + 157.59 | 121.37 | 39.70 | 1.54 | Evaluated earlier. + ---------|---------|---------|---------| + 159.97 | 105.55 | 38.88 | 2.14 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 37.22 | 1.95 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 35.55 | 1.70 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 33.88 | 1.18 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 32.22 | 1.16 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 30.55 | 1.13 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 28.88 | 1.12 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 27.22 | 1.15 | + ---------|---------|---------|---------| + 159.97 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 159.97 | 105.55 | 23.88 | 1.34 | Evaluated earlier. + 159.97 | 107.31 | 40.64 | 2.16 | + 159.97 | 107.31 | 38.97 | 1.97 | + 159.97 | 107.31 | 37.31 | 1.72 | + 159.97 | 107.31 | 35.64 | 1.20 | + 159.97 | 107.31 | 33.97 | 1.18 | + 159.97 | 107.31 | 32.31 | 1.14 | + 159.97 | 107.31 | 30.64 | 1.16 | + 159.97 | 107.31 | 28.97 | 1.16 | + 159.97 | 107.31 | 27.31 | 1.20 | Evaluated earlier. + 159.97 | 107.31 | 25.64 | 1.28 | Evaluated earlier. + 159.97 | 109.06 | 42.40 | 2.18 | + 159.97 | 109.06 | 40.73 | 2.00 | + 159.97 | 109.06 | 39.06 | 1.74 | + 159.97 | 109.06 | 37.40 | 1.21 | + 159.97 | 109.06 | 35.73 | 1.19 | + 159.97 | 109.06 | 34.06 | 1.16 | + 159.97 | 109.06 | 32.40 | 1.17 | + 159.97 | 109.06 | 30.73 | 1.19 | + 159.97 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 159.97 | 109.06 | 27.40 | 1.26 | Evaluated earlier. + 159.97 | 110.82 | 44.16 | 2.22 | + 159.97 | 110.82 | 42.49 | 2.03 | + 159.97 | 110.82 | 40.82 | 1.77 | + 159.97 | 110.82 | 39.16 | 1.23 | + 159.97 | 110.82 | 37.49 | 1.22 | + 159.97 | 110.82 | 35.82 | 1.18 | + 159.97 | 110.82 | 34.16 | 1.20 | + 159.97 | 110.82 | 32.49 | 1.22 | + 159.97 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 29.16 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 45.91 | 2.25 | + 159.97 | 112.58 | 44.25 | 2.06 | + 159.97 | 112.58 | 42.58 | 1.80 | + 159.97 | 112.58 | 40.91 | 1.26 | + 159.97 | 112.58 | 39.25 | 1.24 | + 159.97 | 112.58 | 37.58 | 1.22 | + 159.97 | 112.58 | 35.91 | 1.23 | + 159.97 | 112.58 | 34.25 | 1.24 | + 159.97 | 112.58 | 32.58 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 159.97 | 114.34 | 47.67 | 2.29 | + 159.97 | 114.34 | 46.01 | 2.10 | + 159.97 | 114.34 | 44.34 | 1.84 | + 159.97 | 114.34 | 42.67 | 1.28 | + 159.97 | 114.34 | 41.01 | 1.27 | + 159.97 | 114.34 | 39.34 | 1.25 | + 159.97 | 114.34 | 37.67 | 1.25 | + 159.97 | 114.34 | 36.01 | 1.28 | + 159.97 | 114.34 | 34.34 | 1.29 | Evaluated earlier. + 159.97 | 114.34 | 32.67 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 49.43 | 2.33 | + 159.97 | 116.10 | 47.76 | 2.14 | + 159.97 | 116.10 | 46.10 | 1.87 | + 159.97 | 116.10 | 44.43 | 1.31 | + 159.97 | 116.10 | 42.76 | 1.29 | + 159.97 | 116.10 | 41.10 | 1.29 | + 159.97 | 116.10 | 39.43 | 1.27 | + 159.97 | 116.10 | 37.76 | 1.31 | + 159.97 | 116.10 | 36.10 | 1.33 | Evaluated earlier. + 159.97 | 116.10 | 34.43 | 1.35 | Evaluated earlier. + 159.97 | 117.86 | 51.19 | 2.37 | + 159.97 | 117.86 | 49.52 | 2.18 | + 159.97 | 117.86 | 47.85 | 1.91 | + 159.97 | 117.86 | 46.19 | 1.34 | + 159.97 | 117.86 | 44.52 | 1.32 | + 159.97 | 117.86 | 42.85 | 1.31 | + 159.97 | 117.86 | 41.19 | 1.30 | + 159.97 | 117.86 | 39.52 | 1.34 | + 159.97 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 159.97 | 117.86 | 36.19 | 1.39 | Evaluated earlier. + 159.97 | 119.61 | 52.95 | 2.41 | + 159.97 | 119.61 | 51.28 | 2.22 | + 159.97 | 119.61 | 49.61 | 1.95 | + 159.97 | 119.61 | 47.95 | 1.37 | + 159.97 | 119.61 | 46.28 | 1.35 | + 159.97 | 119.61 | 44.61 | 1.34 | + 159.97 | 119.61 | 42.95 | 1.33 | + 159.97 | 119.61 | 41.28 | 1.37 | + 159.97 | 119.61 | 39.61 | 1.40 | Evaluated earlier. + 159.97 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + 159.97 | 121.37 | 54.70 | 2.45 | + 159.97 | 121.37 | 53.04 | 2.27 | + 159.97 | 121.37 | 51.37 | 1.99 | + 159.97 | 121.37 | 49.70 | 1.40 | + 159.97 | 121.37 | 48.04 | 1.38 | + 159.97 | 121.37 | 46.37 | 1.37 | + 159.97 | 121.37 | 44.70 | 1.36 | + 159.97 | 121.37 | 43.04 | 1.40 | + 159.97 | 121.37 | 41.37 | 1.44 | Evaluated earlier. + 159.97 | 121.37 | 39.70 | 1.47 | Evaluated earlier. + ---------|---------|---------|---------| + 162.36 | 105.55 | 38.88 | 2.09 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 37.22 | 1.90 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 35.55 | 1.65 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 33.88 | 1.14 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 32.22 | 1.11 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 30.55 | 1.12 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 28.88 | 1.15 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 27.22 | 1.17 | + ---------|---------|---------|---------| + 162.36 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 162.36 | 105.55 | 23.88 | 1.30 | Evaluated earlier. + 162.36 | 107.31 | 40.64 | 2.12 | + 162.36 | 107.31 | 38.97 | 1.92 | + 162.36 | 107.31 | 37.31 | 1.66 | + 162.36 | 107.31 | 35.64 | 1.15 | + 162.36 | 107.31 | 33.97 | 1.11 | + 162.36 | 107.31 | 32.31 | 1.12 | + 162.36 | 107.31 | 30.64 | 1.15 | + 162.36 | 107.31 | 28.97 | 1.17 | + 162.36 | 107.31 | 27.31 | 1.19 | Evaluated earlier. + 162.36 | 107.31 | 25.64 | 1.25 | Evaluated earlier. + 162.36 | 109.06 | 42.40 | 2.14 | + 162.36 | 109.06 | 40.73 | 1.94 | + 162.36 | 109.06 | 39.06 | 1.69 | + 162.36 | 109.06 | 37.40 | 1.17 | + 162.36 | 109.06 | 35.73 | 1.13 | + 162.36 | 109.06 | 34.06 | 1.13 | + 162.36 | 109.06 | 32.40 | 1.15 | + 162.36 | 109.06 | 30.73 | 1.18 | + 162.36 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 162.36 | 109.06 | 27.40 | 1.23 | Evaluated earlier. + 162.36 | 110.82 | 44.16 | 2.17 | + 162.36 | 110.82 | 42.49 | 1.97 | + 162.36 | 110.82 | 40.82 | 1.71 | + 162.36 | 110.82 | 39.16 | 1.19 | + 162.36 | 110.82 | 37.49 | 1.17 | + 162.36 | 110.82 | 35.82 | 1.14 | + 162.36 | 110.82 | 34.16 | 1.17 | + 162.36 | 110.82 | 32.49 | 1.20 | + 162.36 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 162.36 | 110.82 | 29.16 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 45.91 | 2.20 | + 162.36 | 112.58 | 44.25 | 2.00 | + 162.36 | 112.58 | 42.58 | 1.74 | + 162.36 | 112.58 | 40.91 | 1.21 | + 162.36 | 112.58 | 39.25 | 1.19 | + 162.36 | 112.58 | 37.58 | 1.17 | + 162.36 | 112.58 | 35.91 | 1.19 | + 162.36 | 112.58 | 34.25 | 1.22 | + 162.36 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 47.67 | 2.24 | + 162.36 | 114.34 | 46.01 | 2.03 | + 162.36 | 114.34 | 44.34 | 1.77 | + 162.36 | 114.34 | 42.67 | 1.24 | + 162.36 | 114.34 | 41.01 | 1.22 | + 162.36 | 114.34 | 39.34 | 1.18 | + 162.36 | 114.34 | 37.67 | 1.21 | + 162.36 | 114.34 | 36.01 | 1.24 | + 162.36 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 49.43 | 2.27 | + 162.36 | 116.10 | 47.76 | 2.06 | + 162.36 | 116.10 | 46.10 | 1.81 | + 162.36 | 116.10 | 44.43 | 1.26 | + 162.36 | 116.10 | 42.76 | 1.24 | + 162.36 | 116.10 | 41.10 | 1.21 | + 162.36 | 116.10 | 39.43 | 1.23 | + 162.36 | 116.10 | 37.76 | 1.26 | + 162.36 | 116.10 | 36.10 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 51.19 | 2.30 | + 162.36 | 117.86 | 49.52 | 2.10 | + 162.36 | 117.86 | 47.85 | 1.84 | + 162.36 | 117.86 | 46.19 | 1.28 | + 162.36 | 117.86 | 44.52 | 1.27 | + 162.36 | 117.86 | 42.85 | 1.23 | + 162.36 | 117.86 | 41.19 | 1.26 | + 162.36 | 117.86 | 39.52 | 1.29 | + 162.36 | 117.86 | 37.86 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 36.19 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 52.95 | 2.34 | + 162.36 | 119.61 | 51.28 | 2.14 | + 162.36 | 119.61 | 49.61 | 1.87 | + 162.36 | 119.61 | 47.95 | 1.31 | + 162.36 | 119.61 | 46.28 | 1.29 | + 162.36 | 119.61 | 44.61 | 1.26 | + 162.36 | 119.61 | 42.95 | 1.28 | + 162.36 | 119.61 | 41.28 | 1.31 | + 162.36 | 119.61 | 39.61 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 37.95 | 1.38 | Evaluated earlier. + 162.36 | 121.37 | 54.70 | 2.37 | + 162.36 | 121.37 | 53.04 | 2.18 | + 162.36 | 121.37 | 51.37 | 1.91 | + 162.36 | 121.37 | 49.70 | 1.34 | + 162.36 | 121.37 | 48.04 | 1.32 | + 162.36 | 121.37 | 46.37 | 1.30 | + 162.36 | 121.37 | 44.70 | 1.31 | + 162.36 | 121.37 | 43.04 | 1.34 | + 162.36 | 121.37 | 41.37 | 1.38 | Evaluated earlier. + 162.36 | 121.37 | 39.70 | 1.42 | Evaluated earlier. + ---------|---------|---------|---------| + 164.74 | 105.55 | 38.88 | 2.09 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 37.22 | 1.88 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 35.55 | 1.64 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 33.88 | 1.10 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 32.22 | 1.13 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 30.55 | 1.13 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 28.88 | 1.18 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 27.22 | 1.24 | + ---------|---------|---------|---------| + 164.74 | 105.55 | 25.55 | 1.31 | Evaluated earlier. + 164.74 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 164.74 | 107.31 | 40.64 | 2.09 | + 164.74 | 107.31 | 38.97 | 1.89 | + 164.74 | 107.31 | 37.31 | 1.63 | + 164.74 | 107.31 | 35.64 | 1.11 | + 164.74 | 107.31 | 33.97 | 1.11 | + 164.74 | 107.31 | 32.31 | 1.13 | + 164.74 | 107.31 | 30.64 | 1.16 | + 164.74 | 107.31 | 28.97 | 1.21 | + 164.74 | 107.31 | 27.31 | 1.27 | Evaluated earlier. + 164.74 | 107.31 | 25.64 | 1.32 | Evaluated earlier. + 164.74 | 109.06 | 42.40 | 2.11 | + 164.74 | 109.06 | 40.73 | 1.91 | + 164.74 | 109.06 | 39.06 | 1.66 | + 164.74 | 109.06 | 37.40 | 1.13 | + 164.74 | 109.06 | 35.73 | 1.12 | + 164.74 | 109.06 | 34.06 | 1.13 | + 164.74 | 109.06 | 32.40 | 1.16 | + 164.74 | 109.06 | 30.73 | 1.20 | + 164.74 | 109.06 | 29.06 | 1.25 | Evaluated earlier. + 164.74 | 109.06 | 27.40 | 1.29 | Evaluated earlier. + 164.74 | 110.82 | 44.16 | 2.13 | + 164.74 | 110.82 | 42.49 | 1.93 | + 164.74 | 110.82 | 40.82 | 1.67 | + 164.74 | 110.82 | 39.16 | 1.17 | + 164.74 | 110.82 | 37.49 | 1.13 | + 164.74 | 110.82 | 35.82 | 1.14 | + 164.74 | 110.82 | 34.16 | 1.16 | + 164.74 | 110.82 | 32.49 | 1.20 | + 164.74 | 110.82 | 30.82 | 1.24 | Evaluated earlier. + 164.74 | 110.82 | 29.16 | 1.28 | Evaluated earlier. + 164.74 | 112.58 | 45.91 | 2.16 | + 164.74 | 112.58 | 44.25 | 1.95 | + 164.74 | 112.58 | 42.58 | 1.70 | + 164.74 | 112.58 | 40.91 | 1.19 | + 164.74 | 112.58 | 39.25 | 1.14 | + 164.74 | 112.58 | 37.58 | 1.15 | + 164.74 | 112.58 | 35.91 | 1.18 | + 164.74 | 112.58 | 34.25 | 1.21 | + 164.74 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 164.74 | 112.58 | 30.91 | 1.28 | Evaluated earlier. + 164.74 | 114.34 | 47.67 | 2.19 | + 164.74 | 114.34 | 46.01 | 1.98 | + 164.74 | 114.34 | 44.34 | 1.73 | + 164.74 | 114.34 | 42.67 | 1.20 | + 164.74 | 114.34 | 41.01 | 1.16 | + 164.74 | 114.34 | 39.34 | 1.17 | + 164.74 | 114.34 | 37.67 | 1.19 | + 164.74 | 114.34 | 36.01 | 1.22 | + 164.74 | 114.34 | 34.34 | 1.26 | Evaluated earlier. + 164.74 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 164.74 | 116.10 | 49.43 | 2.22 | + 164.74 | 116.10 | 47.76 | 2.01 | + 164.74 | 116.10 | 46.10 | 1.76 | + 164.74 | 116.10 | 44.43 | 1.23 | + 164.74 | 116.10 | 42.76 | 1.18 | + 164.74 | 116.10 | 41.10 | 1.19 | + 164.74 | 116.10 | 39.43 | 1.21 | + 164.74 | 116.10 | 37.76 | 1.24 | + 164.74 | 116.10 | 36.10 | 1.27 | Evaluated earlier. + 164.74 | 116.10 | 34.43 | 1.31 | Evaluated earlier. + 164.74 | 117.86 | 51.19 | 2.26 | + 164.74 | 117.86 | 49.52 | 2.05 | + 164.74 | 117.86 | 47.85 | 1.79 | + 164.74 | 117.86 | 46.19 | 1.25 | + 164.74 | 117.86 | 44.52 | 1.22 | + 164.74 | 117.86 | 42.85 | 1.21 | + 164.74 | 117.86 | 41.19 | 1.23 | + 164.74 | 117.86 | 39.52 | 1.26 | + 164.74 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 164.74 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 164.74 | 119.61 | 52.95 | 2.29 | + 164.74 | 119.61 | 51.28 | 2.08 | + 164.74 | 119.61 | 49.61 | 1.82 | + 164.74 | 119.61 | 47.95 | 1.27 | + 164.74 | 119.61 | 46.28 | 1.25 | + 164.74 | 119.61 | 44.61 | 1.23 | + 164.74 | 119.61 | 42.95 | 1.25 | + 164.74 | 119.61 | 41.28 | 1.28 | + 164.74 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 164.74 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + 164.74 | 121.37 | 54.70 | 2.33 | + 164.74 | 121.37 | 53.04 | 2.12 | + 164.74 | 121.37 | 51.37 | 1.85 | + 164.74 | 121.37 | 49.70 | 1.29 | + 164.74 | 121.37 | 48.04 | 1.28 | + 164.74 | 121.37 | 46.37 | 1.25 | + 164.74 | 121.37 | 44.70 | 1.28 | + 164.74 | 121.37 | 43.04 | 1.31 | + 164.74 | 121.37 | 41.37 | 1.34 | Evaluated earlier. + 164.74 | 121.37 | 39.70 | 1.38 | Evaluated earlier. + ---------|---------|---------|---------| + 167.13 | 105.55 | 38.88 | 2.06 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 37.22 | 1.88 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 35.55 | 1.61 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 33.88 | 1.14 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 32.22 | 1.16 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 30.55 | 1.19 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 28.88 | 1.27 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 27.22 | 1.35 | + ---------|---------|---------|---------| + 167.13 | 105.55 | 25.55 | 1.35 | Evaluated earlier. + 167.13 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 40.64 | 2.08 | + 167.13 | 107.31 | 38.97 | 1.88 | + 167.13 | 107.31 | 37.31 | 1.61 | + 167.13 | 107.31 | 35.64 | 1.13 | + 167.13 | 107.31 | 33.97 | 1.14 | + 167.13 | 107.31 | 32.31 | 1.17 | + 167.13 | 107.31 | 30.64 | 1.22 | + 167.13 | 107.31 | 28.97 | 1.29 | + 167.13 | 107.31 | 27.31 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 25.64 | 1.36 | Evaluated earlier. + 167.13 | 109.06 | 42.40 | 2.10 | + 167.13 | 109.06 | 40.73 | 1.89 | + 167.13 | 109.06 | 39.06 | 1.65 | + 167.13 | 109.06 | 37.40 | 1.13 | + 167.13 | 109.06 | 35.73 | 1.14 | + 167.13 | 109.06 | 34.06 | 1.15 | + 167.13 | 109.06 | 32.40 | 1.19 | + 167.13 | 109.06 | 30.73 | 1.25 | + 167.13 | 109.06 | 29.06 | 1.32 | Evaluated earlier. + 167.13 | 109.06 | 27.40 | 1.40 | Evaluated earlier. + 167.13 | 110.82 | 44.16 | 2.11 | + 167.13 | 110.82 | 42.49 | 1.91 | + 167.13 | 110.82 | 40.82 | 1.66 | + 167.13 | 110.82 | 39.16 | 1.14 | + 167.13 | 110.82 | 37.49 | 1.14 | + 167.13 | 110.82 | 35.82 | 1.15 | + 167.13 | 110.82 | 34.16 | 1.18 | + 167.13 | 110.82 | 32.49 | 1.23 | + 167.13 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 167.13 | 110.82 | 29.16 | 1.36 | Evaluated earlier. + 167.13 | 112.58 | 45.91 | 2.13 | + 167.13 | 112.58 | 44.25 | 1.93 | + 167.13 | 112.58 | 42.58 | 1.68 | + 167.13 | 112.58 | 40.91 | 1.15 | + 167.13 | 112.58 | 39.25 | 1.15 | + 167.13 | 112.58 | 37.58 | 1.16 | + 167.13 | 112.58 | 35.91 | 1.19 | + 167.13 | 112.58 | 34.25 | 1.22 | + 167.13 | 112.58 | 32.58 | 1.27 | Evaluated earlier. + 167.13 | 112.58 | 30.91 | 1.33 | Evaluated earlier. + 167.13 | 114.34 | 47.67 | 2.16 | + 167.13 | 114.34 | 46.01 | 1.96 | + 167.13 | 114.34 | 44.34 | 1.70 | + 167.13 | 114.34 | 42.67 | 1.16 | + 167.13 | 114.34 | 41.01 | 1.16 | + 167.13 | 114.34 | 39.34 | 1.17 | + 167.13 | 114.34 | 37.67 | 1.19 | + 167.13 | 114.34 | 36.01 | 1.23 | + 167.13 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 167.13 | 114.34 | 32.67 | 1.32 | Evaluated earlier. + 167.13 | 116.10 | 49.43 | 2.19 | + 167.13 | 116.10 | 47.76 | 1.98 | + 167.13 | 116.10 | 46.10 | 1.73 | + 167.13 | 116.10 | 44.43 | 1.20 | + 167.13 | 116.10 | 42.76 | 1.17 | + 167.13 | 116.10 | 41.10 | 1.18 | + 167.13 | 116.10 | 39.43 | 1.21 | + 167.13 | 116.10 | 37.76 | 1.24 | + 167.13 | 116.10 | 36.10 | 1.28 | Evaluated earlier. + 167.13 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 167.13 | 117.86 | 51.19 | 2.22 | + 167.13 | 117.86 | 49.52 | 2.01 | + 167.13 | 117.86 | 47.85 | 1.75 | + 167.13 | 117.86 | 46.19 | 1.22 | + 167.13 | 117.86 | 44.52 | 1.19 | + 167.13 | 117.86 | 42.85 | 1.20 | + 167.13 | 117.86 | 41.19 | 1.23 | + 167.13 | 117.86 | 39.52 | 1.25 | + 167.13 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 167.13 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 167.13 | 119.61 | 52.95 | 2.25 | + 167.13 | 119.61 | 51.28 | 2.04 | + 167.13 | 119.61 | 49.61 | 1.78 | + 167.13 | 119.61 | 47.95 | 1.25 | + 167.13 | 119.61 | 46.28 | 1.21 | + 167.13 | 119.61 | 44.61 | 1.22 | + 167.13 | 119.61 | 42.95 | 1.24 | + 167.13 | 119.61 | 41.28 | 1.27 | + 167.13 | 119.61 | 39.61 | 1.31 | Evaluated earlier. + 167.13 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + 167.13 | 121.37 | 54.70 | 2.29 | + 167.13 | 121.37 | 53.04 | 2.08 | + 167.13 | 121.37 | 51.37 | 1.81 | + 167.13 | 121.37 | 49.70 | 1.27 | + 167.13 | 121.37 | 48.04 | 1.23 | + 167.13 | 121.37 | 46.37 | 1.24 | + 167.13 | 121.37 | 44.70 | 1.26 | + 167.13 | 121.37 | 43.04 | 1.29 | + 167.13 | 121.37 | 41.37 | 1.33 | Evaluated earlier. + 167.13 | 121.37 | 39.70 | 1.36 | Evaluated earlier. + ---------|---------|---------|---------| + 169.51 | 105.55 | 38.88 | 2.09 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 37.22 | 1.91 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 35.55 | 1.67 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 33.88 | 1.19 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 32.22 | 1.23 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 30.55 | 1.30 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 28.88 | 1.43 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 27.22 | 1.37 | + ---------|---------|---------|---------| + 169.51 | 105.55 | 25.55 | 1.41 | Evaluated earlier. + 169.51 | 105.55 | 23.88 | 1.47 | Evaluated earlier. + 169.51 | 107.31 | 40.64 | 2.10 | + 169.51 | 107.31 | 38.97 | 1.86 | + 169.51 | 107.31 | 37.31 | 1.67 | + 169.51 | 107.31 | 35.64 | 1.17 | + 169.51 | 107.31 | 33.97 | 1.20 | + 169.51 | 107.31 | 32.31 | 1.24 | + 169.51 | 107.31 | 30.64 | 1.32 | + 169.51 | 107.31 | 28.97 | 1.41 | + 169.51 | 107.31 | 27.31 | 1.39 | Evaluated earlier. + 169.51 | 107.31 | 25.64 | 1.43 | Evaluated earlier. + 169.51 | 109.06 | 42.40 | 2.10 | + 169.51 | 109.06 | 40.73 | 1.90 | + 169.51 | 109.06 | 39.06 | 1.64 | + 169.51 | 109.06 | 37.40 | 1.17 | + 169.51 | 109.06 | 35.73 | 1.18 | + 169.51 | 109.06 | 34.06 | 1.21 | + 169.51 | 109.06 | 32.40 | 1.27 | + 169.51 | 109.06 | 30.73 | 1.35 | + 169.51 | 109.06 | 29.06 | 1.41 | Evaluated earlier. + 169.51 | 109.06 | 27.40 | 1.41 | Evaluated earlier. + 169.51 | 110.82 | 44.16 | 2.11 | + 169.51 | 110.82 | 42.49 | 1.91 | + 169.51 | 110.82 | 40.82 | 1.65 | + 169.51 | 110.82 | 39.16 | 1.16 | + 169.51 | 110.82 | 37.49 | 1.17 | + 169.51 | 110.82 | 35.82 | 1.19 | + 169.51 | 110.82 | 34.16 | 1.24 | + 169.51 | 110.82 | 32.49 | 1.31 | + 169.51 | 110.82 | 30.82 | 1.38 | Evaluated earlier. + 169.51 | 110.82 | 29.16 | 1.40 | Evaluated earlier. + 169.51 | 112.58 | 45.91 | 2.13 | + 169.51 | 112.58 | 44.25 | 1.93 | + 169.51 | 112.58 | 42.58 | 1.66 | + 169.51 | 112.58 | 40.91 | 1.16 | + 169.51 | 112.58 | 39.25 | 1.17 | + 169.51 | 112.58 | 37.58 | 1.19 | + 169.51 | 112.58 | 35.91 | 1.22 | + 169.51 | 112.58 | 34.25 | 1.28 | + 169.51 | 112.58 | 32.58 | 1.35 | Evaluated earlier. + 169.51 | 112.58 | 30.91 | 1.42 | Evaluated earlier. + 169.51 | 114.34 | 47.67 | 2.14 | + 169.51 | 114.34 | 46.01 | 1.95 | + 169.51 | 114.34 | 44.34 | 1.68 | + 169.51 | 114.34 | 42.67 | 1.18 | + 169.51 | 114.34 | 41.01 | 1.17 | + 169.51 | 114.34 | 39.34 | 1.19 | + 169.51 | 114.34 | 37.67 | 1.22 | + 169.51 | 114.34 | 36.01 | 1.26 | + 169.51 | 114.34 | 34.34 | 1.32 | Evaluated earlier. + 169.51 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 169.51 | 116.10 | 49.43 | 2.17 | + 169.51 | 116.10 | 47.76 | 1.96 | + 169.51 | 116.10 | 46.10 | 1.72 | + 169.51 | 116.10 | 44.43 | 1.18 | + 169.51 | 116.10 | 42.76 | 1.19 | + 169.51 | 116.10 | 41.10 | 1.19 | + 169.51 | 116.10 | 39.43 | 1.23 | + 169.51 | 116.10 | 37.76 | 1.27 | + 169.51 | 116.10 | 36.10 | 1.31 | Evaluated earlier. + 169.51 | 116.10 | 34.43 | 1.37 | Evaluated earlier. + 169.51 | 117.86 | 51.19 | 2.20 | + 169.51 | 117.86 | 49.52 | 1.99 | + 169.51 | 117.86 | 47.85 | 1.74 | + 169.51 | 117.86 | 46.19 | 1.20 | + 169.51 | 117.86 | 44.52 | 1.20 | + 169.51 | 117.86 | 42.85 | 1.21 | + 169.51 | 117.86 | 41.19 | 1.24 | + 169.51 | 117.86 | 39.52 | 1.27 | + 169.51 | 117.86 | 37.86 | 1.31 | Evaluated earlier. + 169.51 | 117.86 | 36.19 | 1.36 | Evaluated earlier. + 169.51 | 119.61 | 52.95 | 2.23 | + 169.51 | 119.61 | 51.28 | 2.02 | + 169.51 | 119.61 | 49.61 | 1.77 | + 169.51 | 119.61 | 47.95 | 1.21 | + 169.51 | 119.61 | 46.28 | 1.21 | + 169.51 | 119.61 | 44.61 | 1.22 | + 169.51 | 119.61 | 42.95 | 1.25 | + 169.51 | 119.61 | 41.28 | 1.28 | + 169.51 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 169.51 | 119.61 | 37.95 | 1.36 | Evaluated earlier. + 169.51 | 121.37 | 54.70 | 2.26 | + 169.51 | 121.37 | 53.04 | 2.05 | + 169.51 | 121.37 | 51.37 | 1.79 | + 169.51 | 121.37 | 49.70 | 1.23 | + 169.51 | 121.37 | 48.04 | 1.23 | + 169.51 | 121.37 | 46.37 | 1.24 | + 169.51 | 121.37 | 44.70 | 1.27 | + 169.51 | 121.37 | 43.04 | 1.30 | + 169.51 | 121.37 | 41.37 | 1.34 | Evaluated earlier. + 169.51 | 121.37 | 39.70 | 1.37 | Evaluated earlier. + ---------|---------|---------|---------| + 171.90 | 105.55 | 38.88 | 2.13 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 37.22 | 1.97 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 35.55 | 1.77 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 33.88 | 1.31 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 32.22 | 1.35 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 30.55 | 1.37 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 28.88 | 1.42 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 27.22 | 1.47 | + ---------|---------|---------|---------| + 171.90 | 105.55 | 25.55 | 1.53 | Evaluated earlier. + 171.90 | 105.55 | 23.88 | 1.61 | Evaluated earlier. + 171.90 | 107.31 | 40.64 | 2.11 | + 171.90 | 107.31 | 38.97 | 1.94 | + 171.90 | 107.31 | 37.31 | 1.73 | + 171.90 | 107.31 | 35.64 | 1.24 | + 171.90 | 107.31 | 33.97 | 1.31 | + 171.90 | 107.31 | 32.31 | 1.37 | + 171.90 | 107.31 | 30.64 | 1.39 | + 171.90 | 107.31 | 28.97 | 1.43 | + 171.90 | 107.31 | 27.31 | 1.48 | Evaluated earlier. + 171.90 | 107.31 | 25.64 | 1.55 | Evaluated earlier. + 171.90 | 109.06 | 42.40 | 2.11 | + 171.90 | 109.06 | 40.73 | 1.93 | + 171.90 | 109.06 | 39.06 | 1.70 | + 171.90 | 109.06 | 37.40 | 1.22 | + 171.90 | 109.06 | 35.73 | 1.25 | + 171.90 | 109.06 | 34.06 | 1.31 | + 171.90 | 109.06 | 32.40 | 1.40 | + 171.90 | 109.06 | 30.73 | 1.40 | + 171.90 | 109.06 | 29.06 | 1.45 | Evaluated earlier. + 171.90 | 109.06 | 27.40 | 1.50 | Evaluated earlier. + 171.90 | 110.82 | 44.16 | 2.14 | + 171.90 | 110.82 | 42.49 | 1.91 | + 171.90 | 110.82 | 40.82 | 1.69 | + 171.90 | 110.82 | 39.16 | 1.21 | + 171.90 | 110.82 | 37.49 | 1.22 | + 171.90 | 110.82 | 35.82 | 1.27 | + 171.90 | 110.82 | 34.16 | 1.34 | + 171.90 | 110.82 | 32.49 | 1.42 | + 171.90 | 110.82 | 30.82 | 1.43 | Evaluated earlier. + 171.90 | 110.82 | 29.16 | 1.47 | Evaluated earlier. + 171.90 | 112.58 | 45.91 | 2.14 | + 171.90 | 112.58 | 44.25 | 1.92 | + 171.90 | 112.58 | 42.58 | 1.69 | + 171.90 | 112.58 | 40.91 | 1.21 | + 171.90 | 112.58 | 39.25 | 1.21 | + 171.90 | 112.58 | 37.58 | 1.24 | + 171.90 | 112.58 | 35.91 | 1.30 | + 171.90 | 112.58 | 34.25 | 1.38 | + 171.90 | 112.58 | 32.58 | 1.46 | Evaluated earlier. + 171.90 | 112.58 | 30.91 | 1.45 | Evaluated earlier. + 171.90 | 114.34 | 47.67 | 2.15 | + 171.90 | 114.34 | 46.01 | 1.94 | + 171.90 | 114.34 | 44.34 | 1.70 | + 171.90 | 114.34 | 42.67 | 1.20 | + 171.90 | 114.34 | 41.01 | 1.21 | + 171.90 | 114.34 | 39.34 | 1.23 | + 171.90 | 114.34 | 37.67 | 1.28 | + 171.90 | 114.34 | 36.01 | 1.34 | + 171.90 | 114.34 | 34.34 | 1.42 | Evaluated earlier. + 171.90 | 114.34 | 32.67 | 1.46 | Evaluated earlier. + 171.90 | 116.10 | 49.43 | 2.18 | + 171.90 | 116.10 | 47.76 | 1.97 | + 171.90 | 116.10 | 46.10 | 1.71 | + 171.90 | 116.10 | 44.43 | 1.21 | + 171.90 | 116.10 | 42.76 | 1.21 | + 171.90 | 116.10 | 41.10 | 1.23 | + 171.90 | 116.10 | 39.43 | 1.27 | + 171.90 | 116.10 | 37.76 | 1.32 | + 171.90 | 116.10 | 36.10 | 1.39 | Evaluated earlier. + 171.90 | 116.10 | 34.43 | 1.46 | Evaluated earlier. + 171.90 | 117.86 | 51.19 | 2.19 | + 171.90 | 117.86 | 49.52 | 1.99 | + 171.90 | 117.86 | 47.85 | 1.72 | + 171.90 | 117.86 | 46.19 | 1.22 | + 171.90 | 117.86 | 44.52 | 1.22 | + 171.90 | 117.86 | 42.85 | 1.23 | + 171.90 | 117.86 | 41.19 | 1.27 | + 171.90 | 117.86 | 39.52 | 1.32 | + 171.90 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 171.90 | 117.86 | 36.19 | 1.44 | Evaluated earlier. + 171.90 | 119.61 | 52.95 | 2.22 | + 171.90 | 119.61 | 51.28 | 2.01 | + 171.90 | 119.61 | 49.61 | 1.74 | + 171.90 | 119.61 | 47.95 | 1.22 | + 171.90 | 119.61 | 46.28 | 1.23 | + 171.90 | 119.61 | 44.61 | 1.24 | + 171.90 | 119.61 | 42.95 | 1.28 | + 171.90 | 119.61 | 41.28 | 1.32 | + 171.90 | 119.61 | 39.61 | 1.36 | Evaluated earlier. + 171.90 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + 171.90 | 121.37 | 54.70 | 2.25 | + 171.90 | 121.37 | 53.04 | 2.04 | + 171.90 | 121.37 | 51.37 | 1.77 | + 171.90 | 121.37 | 49.70 | 1.24 | + 171.90 | 121.37 | 48.04 | 1.24 | + 171.90 | 121.37 | 46.37 | 1.25 | + 171.90 | 121.37 | 44.70 | 1.29 | + 171.90 | 121.37 | 43.04 | 1.33 | + 171.90 | 121.37 | 41.37 | 1.36 | Evaluated earlier. + 171.90 | 121.37 | 39.70 | 1.42 | Evaluated earlier. + ---------|---------|---------|---------| + 174.28 | 105.55 | 38.88 | 2.25 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 37.22 | 2.13 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 35.55 | 1.95 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 33.88 | 1.49 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 32.22 | 1.43 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 30.55 | 1.48 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 28.88 | 1.55 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 27.22 | 1.63 | + ---------|---------|---------|---------| + 174.28 | 105.55 | 25.55 | 1.73 | Evaluated earlier. + 174.28 | 105.55 | 23.88 | 1.83 | Evaluated earlier. + 174.28 | 107.31 | 40.64 | 2.19 | + 174.28 | 107.31 | 38.97 | 2.05 | + 174.28 | 107.31 | 37.31 | 1.86 | + 174.28 | 107.31 | 35.64 | 1.37 | + 174.28 | 107.31 | 33.97 | 1.48 | + 174.28 | 107.31 | 32.31 | 1.44 | + 174.28 | 107.31 | 30.64 | 1.49 | + 174.28 | 107.31 | 28.97 | 1.56 | + 174.28 | 107.31 | 27.31 | 1.64 | Evaluated earlier. + 174.28 | 107.31 | 25.64 | 1.73 | Evaluated earlier. + 174.28 | 109.06 | 42.40 | 2.18 | + 174.28 | 109.06 | 40.73 | 2.00 | + 174.28 | 109.06 | 39.06 | 1.80 | + 174.28 | 109.06 | 37.40 | 1.31 | + 174.28 | 109.06 | 35.73 | 1.38 | + 174.28 | 109.06 | 34.06 | 1.47 | + 174.28 | 109.06 | 32.40 | 1.45 | + 174.28 | 109.06 | 30.73 | 1.51 | + 174.28 | 109.06 | 29.06 | 1.57 | Evaluated earlier. + 174.28 | 109.06 | 27.40 | 1.65 | Evaluated earlier. + 174.28 | 110.82 | 44.16 | 2.15 | + 174.28 | 110.82 | 42.49 | 1.99 | + 174.28 | 110.82 | 40.82 | 1.76 | + 174.28 | 110.82 | 39.16 | 1.28 | + 174.28 | 110.82 | 37.49 | 1.32 | + 174.28 | 110.82 | 35.82 | 1.39 | + 174.28 | 110.82 | 34.16 | 1.46 | + 174.28 | 110.82 | 32.49 | 1.47 | + 174.28 | 110.82 | 30.82 | 1.53 | Evaluated earlier. + 174.28 | 110.82 | 29.16 | 1.59 | Evaluated earlier. + 174.28 | 112.58 | 45.91 | 2.15 | + 174.28 | 112.58 | 44.25 | 1.97 | + 174.28 | 112.58 | 42.58 | 1.75 | + 174.28 | 112.58 | 40.91 | 1.26 | + 174.28 | 112.58 | 39.25 | 1.29 | + 174.28 | 112.58 | 37.58 | 1.35 | + 174.28 | 112.58 | 35.91 | 1.42 | + 174.28 | 112.58 | 34.25 | 1.46 | + 174.28 | 112.58 | 32.58 | 1.50 | Evaluated earlier. + 174.28 | 112.58 | 30.91 | 1.55 | Evaluated earlier. + 174.28 | 114.34 | 47.67 | 2.17 | + 174.28 | 114.34 | 46.01 | 1.97 | + 174.28 | 114.34 | 44.34 | 1.75 | + 174.28 | 114.34 | 42.67 | 1.25 | + 174.28 | 114.34 | 41.01 | 1.27 | + 174.28 | 114.34 | 39.34 | 1.31 | + 174.28 | 114.34 | 37.67 | 1.38 | + 174.28 | 114.34 | 36.01 | 1.46 | + 174.28 | 114.34 | 34.34 | 1.48 | Evaluated earlier. + 174.28 | 114.34 | 32.67 | 1.53 | Evaluated earlier. + 174.28 | 116.10 | 49.43 | 2.19 | + 174.28 | 116.10 | 47.76 | 1.98 | + 174.28 | 116.10 | 46.10 | 1.75 | + 174.28 | 116.10 | 44.43 | 1.25 | + 174.28 | 116.10 | 42.76 | 1.26 | + 174.28 | 116.10 | 41.10 | 1.29 | + 174.28 | 116.10 | 39.43 | 1.35 | + 174.28 | 116.10 | 37.76 | 1.43 | + 174.28 | 116.10 | 36.10 | 1.50 | Evaluated earlier. + 174.28 | 116.10 | 34.43 | 1.51 | Evaluated earlier. + 174.28 | 117.86 | 51.19 | 2.21 | + 174.28 | 117.86 | 49.52 | 1.98 | + 174.28 | 117.86 | 47.85 | 1.76 | + 174.28 | 117.86 | 46.19 | 1.25 | + 174.28 | 117.86 | 44.52 | 1.26 | + 174.28 | 117.86 | 42.85 | 1.28 | + 174.28 | 117.86 | 41.19 | 1.33 | + 174.28 | 117.86 | 39.52 | 1.40 | + 174.28 | 117.86 | 37.86 | 1.47 | Evaluated earlier. + 174.28 | 117.86 | 36.19 | 1.52 | Evaluated earlier. + 174.28 | 119.61 | 52.95 | 2.23 | + 174.28 | 119.61 | 51.28 | 2.00 | + 174.28 | 119.61 | 49.61 | 1.77 | + 174.28 | 119.61 | 47.95 | 1.25 | + 174.28 | 119.61 | 46.28 | 1.26 | + 174.28 | 119.61 | 44.61 | 1.28 | + 174.28 | 119.61 | 42.95 | 1.32 | + 174.28 | 119.61 | 41.28 | 1.38 | + 174.28 | 119.61 | 39.61 | 1.45 | Evaluated earlier. + 174.28 | 119.61 | 37.95 | 1.52 | Evaluated earlier. + 174.28 | 121.37 | 54.70 | 2.25 | + 174.28 | 121.37 | 53.04 | 2.04 | + 174.28 | 121.37 | 51.37 | 1.78 | + 174.28 | 121.37 | 49.70 | 1.26 | + 174.28 | 121.37 | 48.04 | 1.27 | + 174.28 | 121.37 | 46.37 | 1.29 | + 174.28 | 121.37 | 44.70 | 1.33 | + 174.28 | 121.37 | 43.04 | 1.37 | + 174.28 | 121.37 | 41.37 | 1.43 | Evaluated earlier. + 174.28 | 121.37 | 39.70 | 1.51 | Evaluated earlier. + ---------|---------|---------|---------| + 176.67 | 105.55 | 38.88 | 2.49 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 37.22 | 2.33 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 35.55 | 2.14 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 33.88 | 1.53 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 32.22 | 1.57 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 30.55 | 1.64 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 28.88 | 1.75 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 27.22 | 1.86 | + ---------|---------|---------|---------| + 176.67 | 105.55 | 25.55 | 1.97 | Evaluated earlier. + 176.67 | 105.55 | 23.88 | 2.11 | Evaluated earlier. + 176.67 | 107.31 | 40.64 | 2.35 | + 176.67 | 107.31 | 38.97 | 2.25 | + 176.67 | 107.31 | 37.31 | 2.05 | + 176.67 | 107.31 | 35.64 | 1.50 | + 176.67 | 107.31 | 33.97 | 1.52 | + 176.67 | 107.31 | 32.31 | 1.57 | + 176.67 | 107.31 | 30.64 | 1.66 | + 176.67 | 107.31 | 28.97 | 1.75 | + 176.67 | 107.31 | 27.31 | 1.87 | Evaluated earlier. + 176.67 | 107.31 | 25.64 | 1.97 | Evaluated earlier. + 176.67 | 109.06 | 42.40 | 2.27 | + 176.67 | 109.06 | 40.73 | 2.14 | + 176.67 | 109.06 | 39.06 | 1.97 | + 176.67 | 109.06 | 37.40 | 1.46 | + 176.67 | 109.06 | 35.73 | 1.48 | + 176.67 | 109.06 | 34.06 | 1.52 | + 176.67 | 109.06 | 32.40 | 1.58 | + 176.67 | 109.06 | 30.73 | 1.67 | + 176.67 | 109.06 | 29.06 | 1.77 | Evaluated earlier. + 176.67 | 109.06 | 27.40 | 1.88 | Evaluated earlier. + 176.67 | 110.82 | 44.16 | 2.24 | + 176.67 | 110.82 | 42.49 | 2.08 | + 176.67 | 110.82 | 40.82 | 1.89 | + 176.67 | 110.82 | 39.16 | 1.41 | + 176.67 | 110.82 | 37.49 | 1.47 | + 176.67 | 110.82 | 35.82 | 1.48 | + 176.67 | 110.82 | 34.16 | 1.53 | + 176.67 | 110.82 | 32.49 | 1.60 | + 176.67 | 110.82 | 30.82 | 1.69 | Evaluated earlier. + 176.67 | 110.82 | 29.16 | 1.78 | Evaluated earlier. + 176.67 | 112.58 | 45.91 | 2.23 | + 176.67 | 112.58 | 44.25 | 2.05 | + 176.67 | 112.58 | 42.58 | 1.84 | + 176.67 | 112.58 | 40.91 | 1.35 | + 176.67 | 112.58 | 39.25 | 1.41 | + 176.67 | 112.58 | 37.58 | 1.48 | + 176.67 | 112.58 | 35.91 | 1.50 | + 176.67 | 112.58 | 34.25 | 1.56 | + 176.67 | 112.58 | 32.58 | 1.63 | Evaluated earlier. + 176.67 | 112.58 | 30.91 | 1.71 | Evaluated earlier. + 176.67 | 114.34 | 47.67 | 2.21 | + 176.67 | 114.34 | 46.01 | 2.04 | + 176.67 | 114.34 | 44.34 | 1.82 | + 176.67 | 114.34 | 42.67 | 1.32 | + 176.67 | 114.34 | 41.01 | 1.37 | + 176.67 | 114.34 | 39.34 | 1.43 | + 176.67 | 114.34 | 37.67 | 1.51 | + 176.67 | 114.34 | 36.01 | 1.53 | + 176.67 | 114.34 | 34.34 | 1.59 | Evaluated earlier. + 176.67 | 114.34 | 32.67 | 1.66 | Evaluated earlier. + 176.67 | 116.10 | 49.43 | 2.21 | + 176.67 | 116.10 | 47.76 | 2.03 | + 176.67 | 116.10 | 46.10 | 1.81 | + 176.67 | 116.10 | 44.43 | 1.30 | + 176.67 | 116.10 | 42.76 | 1.33 | + 176.67 | 116.10 | 41.10 | 1.40 | + 176.67 | 116.10 | 39.43 | 1.47 | + 176.67 | 116.10 | 37.76 | 1.53 | + 176.67 | 116.10 | 36.10 | 1.56 | Evaluated earlier. + 176.67 | 116.10 | 34.43 | 1.63 | Evaluated earlier. + 176.67 | 117.86 | 51.19 | 2.21 | + 176.67 | 117.86 | 49.52 | 2.03 | + 176.67 | 117.86 | 47.85 | 1.81 | + 176.67 | 117.86 | 46.19 | 1.30 | + 176.67 | 117.86 | 44.52 | 1.32 | + 176.67 | 117.86 | 42.85 | 1.36 | + 176.67 | 117.86 | 41.19 | 1.44 | + 176.67 | 117.86 | 39.52 | 1.51 | + 176.67 | 117.86 | 37.86 | 1.54 | Evaluated earlier. + 176.67 | 117.86 | 36.19 | 1.60 | Evaluated earlier. + 176.67 | 119.61 | 52.95 | 2.23 | + 176.67 | 119.61 | 51.28 | 2.04 | + 176.67 | 119.61 | 49.61 | 1.81 | + 176.67 | 119.61 | 47.95 | 1.30 | + 176.67 | 119.61 | 46.28 | 1.31 | + 176.67 | 119.61 | 44.61 | 1.34 | + 176.67 | 119.61 | 42.95 | 1.41 | + 176.67 | 119.61 | 41.28 | 1.49 | + 176.67 | 119.61 | 39.61 | 1.56 | Evaluated earlier. + 176.67 | 119.61 | 37.95 | 1.59 | Evaluated earlier. + 176.67 | 121.37 | 54.70 | 2.26 | + 176.67 | 121.37 | 53.04 | 2.06 | + 176.67 | 121.37 | 51.37 | 1.82 | + 176.67 | 121.37 | 49.70 | 1.30 | + 176.67 | 121.37 | 48.04 | 1.31 | + 176.67 | 121.37 | 46.37 | 1.34 | + 176.67 | 121.37 | 44.70 | 1.39 | + 176.67 | 121.37 | 43.04 | 1.46 | + 176.67 | 121.37 | 41.37 | 1.54 | Evaluated earlier. + 176.67 | 121.37 | 39.70 | 1.59 | Evaluated earlier. + ---------|---------|---------|---------| + 179.06 | 105.55 | 38.88 | 2.72 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 37.22 | 2.55 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 35.55 | 2.35 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 33.88 | 1.70 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 32.22 | 1.77 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 30.55 | 1.89 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 28.88 | 2.03 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 27.22 | 2.17 | + ---------|---------|---------|---------| + 179.06 | 105.55 | 25.55 | 2.34 | Evaluated earlier. + 179.06 | 105.55 | 23.88 | 2.53 | Evaluated earlier. + 179.06 | 107.31 | 40.64 | 2.58 | + 179.06 | 107.31 | 38.97 | 2.49 | + 179.06 | 107.31 | 37.31 | 2.22 | + 179.06 | 107.31 | 35.64 | 1.62 | + 179.06 | 107.31 | 33.97 | 1.69 | + 179.06 | 107.31 | 32.31 | 1.77 | + 179.06 | 107.31 | 30.64 | 1.89 | + 179.06 | 107.31 | 28.97 | 2.04 | + 179.06 | 107.31 | 27.31 | 2.18 | Evaluated earlier. + 179.06 | 107.31 | 25.64 | 2.34 | Evaluated earlier. + 179.06 | 109.06 | 42.40 | 2.46 | + 179.06 | 109.06 | 40.73 | 2.35 | + 179.06 | 109.06 | 39.06 | 2.18 | + 179.06 | 109.06 | 37.40 | 1.56 | + 179.06 | 109.06 | 35.73 | 1.61 | + 179.06 | 109.06 | 34.06 | 1.68 | + 179.06 | 109.06 | 32.40 | 1.78 | + 179.06 | 109.06 | 30.73 | 1.90 | + 179.06 | 109.06 | 29.06 | 2.05 | Evaluated earlier. + 179.06 | 109.06 | 27.40 | 2.19 | Evaluated earlier. + 179.06 | 110.82 | 44.16 | 2.38 | + 179.06 | 110.82 | 42.49 | 2.28 | + 179.06 | 110.82 | 40.82 | 2.08 | + 179.06 | 110.82 | 39.16 | 1.58 | + 179.06 | 110.82 | 37.49 | 1.56 | + 179.06 | 110.82 | 35.82 | 1.61 | + 179.06 | 110.82 | 34.16 | 1.70 | + 179.06 | 110.82 | 32.49 | 1.80 | + 179.06 | 110.82 | 30.82 | 1.92 | Evaluated earlier. + 179.06 | 110.82 | 29.16 | 2.07 | Evaluated earlier. + 179.06 | 112.58 | 45.91 | 2.33 | + 179.06 | 112.58 | 44.25 | 2.18 | + 179.06 | 112.58 | 42.58 | 2.01 | + 179.06 | 112.58 | 40.91 | 1.50 | + 179.06 | 112.58 | 39.25 | 1.56 | + 179.06 | 112.58 | 37.58 | 1.57 | + 179.06 | 112.58 | 35.91 | 1.64 | + 179.06 | 112.58 | 34.25 | 1.72 | + 179.06 | 112.58 | 32.58 | 1.83 | Evaluated earlier. + 179.06 | 112.58 | 30.91 | 1.96 | Evaluated earlier. + 179.06 | 114.34 | 47.67 | 2.30 | + 179.06 | 114.34 | 46.01 | 2.14 | + 179.06 | 114.34 | 44.34 | 1.94 | + 179.06 | 114.34 | 42.67 | 1.45 | + 179.06 | 114.34 | 41.01 | 1.51 | + 179.06 | 114.34 | 39.34 | 1.54 | + 179.06 | 114.34 | 37.67 | 1.59 | + 179.06 | 114.34 | 36.01 | 1.67 | + 179.06 | 114.34 | 34.34 | 1.75 | Evaluated earlier. + 179.06 | 114.34 | 32.67 | 1.87 | Evaluated earlier. + 179.06 | 116.10 | 49.43 | 2.29 | + 179.06 | 116.10 | 47.76 | 2.12 | + 179.06 | 116.10 | 46.10 | 1.91 | + 179.06 | 116.10 | 44.43 | 1.40 | + 179.06 | 116.10 | 42.76 | 1.46 | + 179.06 | 116.10 | 41.10 | 1.53 | + 179.06 | 116.10 | 39.43 | 1.56 | + 179.06 | 116.10 | 37.76 | 1.63 | + 179.06 | 116.10 | 36.10 | 1.70 | Evaluated earlier. + 179.06 | 116.10 | 34.43 | 1.80 | Evaluated earlier. + 179.06 | 117.86 | 51.19 | 2.28 | + 179.06 | 117.86 | 49.52 | 2.11 | + 179.06 | 117.86 | 47.85 | 1.89 | + 179.06 | 117.86 | 46.19 | 1.37 | + 179.06 | 117.86 | 44.52 | 1.42 | + 179.06 | 117.86 | 42.85 | 1.48 | + 179.06 | 117.86 | 41.19 | 1.57 | + 179.06 | 117.86 | 39.52 | 1.60 | + 179.06 | 117.86 | 37.86 | 1.67 | Evaluated earlier. + 179.06 | 117.86 | 36.19 | 1.75 | Evaluated earlier. + 179.06 | 119.61 | 52.95 | 2.28 | + 179.06 | 119.61 | 51.28 | 2.10 | + 179.06 | 119.61 | 49.61 | 1.88 | + 179.06 | 119.61 | 47.95 | 1.36 | + 179.06 | 119.61 | 46.28 | 1.39 | + 179.06 | 119.61 | 44.61 | 1.45 | + 179.06 | 119.61 | 42.95 | 1.53 | + 179.06 | 119.61 | 41.28 | 1.60 | + 179.06 | 119.61 | 39.61 | 1.64 | Evaluated earlier. + 179.06 | 119.61 | 37.95 | 1.72 | Evaluated earlier. + 179.06 | 121.37 | 54.70 | 2.29 | + 179.06 | 121.37 | 53.04 | 2.11 | + 179.06 | 121.37 | 51.37 | 1.88 | + 179.06 | 121.37 | 49.70 | 1.35 | + 179.06 | 121.37 | 48.04 | 1.38 | + 179.06 | 121.37 | 46.37 | 1.42 | + 179.06 | 121.37 | 44.70 | 1.50 | + 179.06 | 121.37 | 43.04 | 1.58 | + 179.06 | 121.37 | 41.37 | 1.62 | Evaluated earlier. + 179.06 | 121.37 | 39.70 | 1.69 | Evaluated earlier. + + The center point of the critical circle lies on the edge of the grid. + + New grid with : X minimum = 157.59 [m] + X maximum = 179.06 [m] + Y minimum = 103.79 [m] + Y maximum = 119.61 [m] + + Minimum safety factor per slip circle. + ====================================== + + X-coord | Y-coord | Radius | F | + [m] | [m] | [m] | | + ---------|---------|---------|---------| + 157.59 | 103.79 | 37.12 | 2.22 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 35.46 | 2.00 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 33.79 | 1.75 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 32.12 | 1.22 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 30.46 | 1.18 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 28.79 | 1.15 | + ---------|---------|---------|---------| + 157.59 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 157.59 | 105.55 | 38.88 | 2.22 | Evaluated earlier. + 157.59 | 105.55 | 37.22 | 2.03 | Evaluated earlier. + 157.59 | 105.55 | 35.55 | 1.77 | Evaluated earlier. + 157.59 | 105.55 | 33.88 | 1.24 | Evaluated earlier. + 157.59 | 105.55 | 32.22 | 1.21 | Evaluated earlier. + 157.59 | 105.55 | 30.55 | 1.17 | Evaluated earlier. + 157.59 | 105.55 | 28.88 | 1.17 | Evaluated earlier. + 157.59 | 105.55 | 27.22 | 1.23 | Evaluated earlier. + 157.59 | 105.55 | 25.55 | 1.34 | Evaluated earlier. + 157.59 | 105.55 | 23.88 | 1.46 | Evaluated earlier. + 157.59 | 107.31 | 40.64 | 2.25 | Evaluated earlier. + 157.59 | 107.31 | 38.97 | 2.05 | Evaluated earlier. + 157.59 | 107.31 | 37.31 | 1.79 | Evaluated earlier. + 157.59 | 107.31 | 35.64 | 1.26 | Evaluated earlier. + 157.59 | 107.31 | 33.97 | 1.24 | Evaluated earlier. + 157.59 | 107.31 | 32.31 | 1.21 | Evaluated earlier. + 157.59 | 107.31 | 30.64 | 1.17 | Evaluated earlier. + 157.59 | 107.31 | 28.97 | 1.22 | Evaluated earlier. + 157.59 | 107.31 | 27.31 | 1.30 | Evaluated earlier. + 157.59 | 107.31 | 25.64 | 1.42 | Evaluated earlier. + 157.59 | 109.06 | 42.40 | 2.27 | Evaluated earlier. + 157.59 | 109.06 | 40.73 | 2.08 | Evaluated earlier. + 157.59 | 109.06 | 39.06 | 1.82 | Evaluated earlier. + 157.59 | 109.06 | 37.40 | 1.28 | Evaluated earlier. + 157.59 | 109.06 | 35.73 | 1.26 | Evaluated earlier. + 157.59 | 109.06 | 34.06 | 1.24 | Evaluated earlier. + 157.59 | 109.06 | 32.40 | 1.21 | Evaluated earlier. + 157.59 | 109.06 | 30.73 | 1.22 | Evaluated earlier. + 157.59 | 109.06 | 29.06 | 1.29 | Evaluated earlier. + 157.59 | 109.06 | 27.40 | 1.39 | Evaluated earlier. + 157.59 | 110.82 | 44.16 | 2.30 | Evaluated earlier. + 157.59 | 110.82 | 42.49 | 2.11 | Evaluated earlier. + 157.59 | 110.82 | 40.82 | 1.85 | Evaluated earlier. + 157.59 | 110.82 | 39.16 | 1.30 | Evaluated earlier. + 157.59 | 110.82 | 37.49 | 1.28 | Evaluated earlier. + 157.59 | 110.82 | 35.82 | 1.27 | Evaluated earlier. + 157.59 | 110.82 | 34.16 | 1.24 | Evaluated earlier. + 157.59 | 110.82 | 32.49 | 1.25 | Evaluated earlier. + 157.59 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 157.59 | 110.82 | 29.16 | 1.39 | Evaluated earlier. + 157.59 | 112.58 | 45.91 | 2.34 | Evaluated earlier. + 157.59 | 112.58 | 44.25 | 2.15 | Evaluated earlier. + 157.59 | 112.58 | 42.58 | 1.88 | Evaluated earlier. + 157.59 | 112.58 | 40.91 | 1.32 | Evaluated earlier. + 157.59 | 112.58 | 39.25 | 1.31 | Evaluated earlier. + 157.59 | 112.58 | 37.58 | 1.30 | Evaluated earlier. + 157.59 | 112.58 | 35.91 | 1.27 | Evaluated earlier. + 157.59 | 112.58 | 34.25 | 1.29 | Evaluated earlier. + 157.59 | 112.58 | 32.58 | 1.31 | Evaluated earlier. + 157.59 | 112.58 | 30.91 | 1.38 | Evaluated earlier. + 157.59 | 114.34 | 47.67 | 2.37 | Evaluated earlier. + 157.59 | 114.34 | 46.01 | 2.18 | Evaluated earlier. + 157.59 | 114.34 | 44.34 | 1.93 | Evaluated earlier. + 157.59 | 114.34 | 42.67 | 1.35 | Evaluated earlier. + 157.59 | 114.34 | 41.01 | 1.34 | Evaluated earlier. + 157.59 | 114.34 | 39.34 | 1.33 | Evaluated earlier. + 157.59 | 114.34 | 37.67 | 1.31 | Evaluated earlier. + 157.59 | 114.34 | 36.01 | 1.33 | Evaluated earlier. + 157.59 | 114.34 | 34.34 | 1.34 | Evaluated earlier. + 157.59 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 157.59 | 116.10 | 49.43 | 2.41 | Evaluated earlier. + 157.59 | 116.10 | 47.76 | 2.21 | Evaluated earlier. + 157.59 | 116.10 | 46.10 | 1.96 | Evaluated earlier. + 157.59 | 116.10 | 44.43 | 1.38 | Evaluated earlier. + 157.59 | 116.10 | 42.76 | 1.37 | Evaluated earlier. + 157.59 | 116.10 | 41.10 | 1.36 | Evaluated earlier. + 157.59 | 116.10 | 39.43 | 1.36 | Evaluated earlier. + 157.59 | 116.10 | 37.76 | 1.37 | Evaluated earlier. + 157.59 | 116.10 | 36.10 | 1.38 | Evaluated earlier. + 157.59 | 116.10 | 34.43 | 1.41 | Evaluated earlier. + 157.59 | 117.86 | 51.19 | 2.45 | Evaluated earlier. + 157.59 | 117.86 | 49.52 | 2.24 | Evaluated earlier. + 157.59 | 117.86 | 47.85 | 2.00 | Evaluated earlier. + 157.59 | 117.86 | 46.19 | 1.41 | Evaluated earlier. + 157.59 | 117.86 | 44.52 | 1.40 | Evaluated earlier. + 157.59 | 117.86 | 42.85 | 1.39 | Evaluated earlier. + 157.59 | 117.86 | 41.19 | 1.39 | Evaluated earlier. + 157.59 | 117.86 | 39.52 | 1.40 | Evaluated earlier. + 157.59 | 117.86 | 37.86 | 1.43 | Evaluated earlier. + 157.59 | 117.86 | 36.19 | 1.45 | Evaluated earlier. + 157.59 | 119.61 | 52.95 | 2.50 | Evaluated earlier. + 157.59 | 119.61 | 51.28 | 2.29 | Evaluated earlier. + 157.59 | 119.61 | 49.61 | 2.04 | Evaluated earlier. + 157.59 | 119.61 | 47.95 | 1.44 | Evaluated earlier. + 157.59 | 119.61 | 46.28 | 1.43 | Evaluated earlier. + 157.59 | 119.61 | 44.61 | 1.42 | Evaluated earlier. + 157.59 | 119.61 | 42.95 | 1.43 | Evaluated earlier. + 157.59 | 119.61 | 41.28 | 1.44 | Evaluated earlier. + 157.59 | 119.61 | 39.61 | 1.47 | Evaluated earlier. + 157.59 | 119.61 | 37.95 | 1.49 | Evaluated earlier. + ---------|---------|---------|---------| + 159.97 | 103.79 | 37.12 | 2.16 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 35.46 | 1.93 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 33.79 | 1.70 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 32.12 | 1.16 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 30.46 | 1.15 | + ---------|---------|---------|---------| + 159.97 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 159.97 | 105.55 | 38.88 | 2.14 | Evaluated earlier. + 159.97 | 105.55 | 37.22 | 1.95 | Evaluated earlier. + 159.97 | 105.55 | 35.55 | 1.70 | Evaluated earlier. + 159.97 | 105.55 | 33.88 | 1.18 | Evaluated earlier. + 159.97 | 105.55 | 32.22 | 1.16 | Evaluated earlier. + 159.97 | 105.55 | 30.55 | 1.13 | Evaluated earlier. + 159.97 | 105.55 | 28.88 | 1.12 | Evaluated earlier. + 159.97 | 105.55 | 27.22 | 1.15 | Evaluated earlier. + 159.97 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 159.97 | 105.55 | 23.88 | 1.34 | Evaluated earlier. + 159.97 | 107.31 | 40.64 | 2.16 | Evaluated earlier. + 159.97 | 107.31 | 38.97 | 1.97 | Evaluated earlier. + 159.97 | 107.31 | 37.31 | 1.72 | Evaluated earlier. + 159.97 | 107.31 | 35.64 | 1.20 | Evaluated earlier. + 159.97 | 107.31 | 33.97 | 1.18 | Evaluated earlier. + 159.97 | 107.31 | 32.31 | 1.14 | Evaluated earlier. + 159.97 | 107.31 | 30.64 | 1.16 | Evaluated earlier. + 159.97 | 107.31 | 28.97 | 1.16 | Evaluated earlier. + 159.97 | 107.31 | 27.31 | 1.20 | Evaluated earlier. + 159.97 | 107.31 | 25.64 | 1.28 | Evaluated earlier. + 159.97 | 109.06 | 42.40 | 2.18 | Evaluated earlier. + 159.97 | 109.06 | 40.73 | 2.00 | Evaluated earlier. + 159.97 | 109.06 | 39.06 | 1.74 | Evaluated earlier. + 159.97 | 109.06 | 37.40 | 1.21 | Evaluated earlier. + 159.97 | 109.06 | 35.73 | 1.19 | Evaluated earlier. + 159.97 | 109.06 | 34.06 | 1.16 | Evaluated earlier. + 159.97 | 109.06 | 32.40 | 1.17 | Evaluated earlier. + 159.97 | 109.06 | 30.73 | 1.19 | Evaluated earlier. + 159.97 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 159.97 | 109.06 | 27.40 | 1.26 | Evaluated earlier. + 159.97 | 110.82 | 44.16 | 2.22 | Evaluated earlier. + 159.97 | 110.82 | 42.49 | 2.03 | Evaluated earlier. + 159.97 | 110.82 | 40.82 | 1.77 | Evaluated earlier. + 159.97 | 110.82 | 39.16 | 1.23 | Evaluated earlier. + 159.97 | 110.82 | 37.49 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 35.82 | 1.18 | Evaluated earlier. + 159.97 | 110.82 | 34.16 | 1.20 | Evaluated earlier. + 159.97 | 110.82 | 32.49 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 159.97 | 110.82 | 29.16 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 45.91 | 2.25 | Evaluated earlier. + 159.97 | 112.58 | 44.25 | 2.06 | Evaluated earlier. + 159.97 | 112.58 | 42.58 | 1.80 | Evaluated earlier. + 159.97 | 112.58 | 40.91 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 39.25 | 1.24 | Evaluated earlier. + 159.97 | 112.58 | 37.58 | 1.22 | Evaluated earlier. + 159.97 | 112.58 | 35.91 | 1.23 | Evaluated earlier. + 159.97 | 112.58 | 34.25 | 1.24 | Evaluated earlier. + 159.97 | 112.58 | 32.58 | 1.26 | Evaluated earlier. + 159.97 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 159.97 | 114.34 | 47.67 | 2.29 | Evaluated earlier. + 159.97 | 114.34 | 46.01 | 2.10 | Evaluated earlier. + 159.97 | 114.34 | 44.34 | 1.84 | Evaluated earlier. + 159.97 | 114.34 | 42.67 | 1.28 | Evaluated earlier. + 159.97 | 114.34 | 41.01 | 1.27 | Evaluated earlier. + 159.97 | 114.34 | 39.34 | 1.25 | Evaluated earlier. + 159.97 | 114.34 | 37.67 | 1.25 | Evaluated earlier. + 159.97 | 114.34 | 36.01 | 1.28 | Evaluated earlier. + 159.97 | 114.34 | 34.34 | 1.29 | Evaluated earlier. + 159.97 | 114.34 | 32.67 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 49.43 | 2.33 | Evaluated earlier. + 159.97 | 116.10 | 47.76 | 2.14 | Evaluated earlier. + 159.97 | 116.10 | 46.10 | 1.87 | Evaluated earlier. + 159.97 | 116.10 | 44.43 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 42.76 | 1.29 | Evaluated earlier. + 159.97 | 116.10 | 41.10 | 1.29 | Evaluated earlier. + 159.97 | 116.10 | 39.43 | 1.27 | Evaluated earlier. + 159.97 | 116.10 | 37.76 | 1.31 | Evaluated earlier. + 159.97 | 116.10 | 36.10 | 1.33 | Evaluated earlier. + 159.97 | 116.10 | 34.43 | 1.35 | Evaluated earlier. + 159.97 | 117.86 | 51.19 | 2.37 | Evaluated earlier. + 159.97 | 117.86 | 49.52 | 2.18 | Evaluated earlier. + 159.97 | 117.86 | 47.85 | 1.91 | Evaluated earlier. + 159.97 | 117.86 | 46.19 | 1.34 | Evaluated earlier. + 159.97 | 117.86 | 44.52 | 1.32 | Evaluated earlier. + 159.97 | 117.86 | 42.85 | 1.31 | Evaluated earlier. + 159.97 | 117.86 | 41.19 | 1.30 | Evaluated earlier. + 159.97 | 117.86 | 39.52 | 1.34 | Evaluated earlier. + 159.97 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 159.97 | 117.86 | 36.19 | 1.39 | Evaluated earlier. + 159.97 | 119.61 | 52.95 | 2.41 | Evaluated earlier. + 159.97 | 119.61 | 51.28 | 2.22 | Evaluated earlier. + 159.97 | 119.61 | 49.61 | 1.95 | Evaluated earlier. + 159.97 | 119.61 | 47.95 | 1.37 | Evaluated earlier. + 159.97 | 119.61 | 46.28 | 1.35 | Evaluated earlier. + 159.97 | 119.61 | 44.61 | 1.34 | Evaluated earlier. + 159.97 | 119.61 | 42.95 | 1.33 | Evaluated earlier. + 159.97 | 119.61 | 41.28 | 1.37 | Evaluated earlier. + 159.97 | 119.61 | 39.61 | 1.40 | Evaluated earlier. + 159.97 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + ---------|---------|---------|---------| + 162.36 | 103.79 | 37.12 | 2.08 | + ---------|---------|---------|---------| + 162.36 | 103.79 | 35.46 | 1.89 | + ---------|---------|---------|---------| + 162.36 | 103.79 | 33.79 | 1.65 | + ---------|---------|---------|---------| + 162.36 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 162.36 | 105.55 | 38.88 | 2.09 | Evaluated earlier. + 162.36 | 105.55 | 37.22 | 1.90 | Evaluated earlier. + 162.36 | 105.55 | 35.55 | 1.65 | Evaluated earlier. + 162.36 | 105.55 | 33.88 | 1.14 | Evaluated earlier. + 162.36 | 105.55 | 32.22 | 1.11 | Evaluated earlier. + 162.36 | 105.55 | 30.55 | 1.12 | Evaluated earlier. + 162.36 | 105.55 | 28.88 | 1.15 | Evaluated earlier. + 162.36 | 105.55 | 27.22 | 1.17 | Evaluated earlier. + 162.36 | 105.55 | 25.55 | 1.21 | Evaluated earlier. + 162.36 | 105.55 | 23.88 | 1.30 | Evaluated earlier. + 162.36 | 107.31 | 40.64 | 2.12 | Evaluated earlier. + 162.36 | 107.31 | 38.97 | 1.92 | Evaluated earlier. + 162.36 | 107.31 | 37.31 | 1.66 | Evaluated earlier. + 162.36 | 107.31 | 35.64 | 1.15 | Evaluated earlier. + 162.36 | 107.31 | 33.97 | 1.11 | Evaluated earlier. + 162.36 | 107.31 | 32.31 | 1.12 | Evaluated earlier. + 162.36 | 107.31 | 30.64 | 1.15 | Evaluated earlier. + 162.36 | 107.31 | 28.97 | 1.17 | Evaluated earlier. + 162.36 | 107.31 | 27.31 | 1.19 | Evaluated earlier. + 162.36 | 107.31 | 25.64 | 1.25 | Evaluated earlier. + 162.36 | 109.06 | 42.40 | 2.14 | Evaluated earlier. + 162.36 | 109.06 | 40.73 | 1.94 | Evaluated earlier. + 162.36 | 109.06 | 39.06 | 1.69 | Evaluated earlier. + 162.36 | 109.06 | 37.40 | 1.17 | Evaluated earlier. + 162.36 | 109.06 | 35.73 | 1.13 | Evaluated earlier. + 162.36 | 109.06 | 34.06 | 1.13 | Evaluated earlier. + 162.36 | 109.06 | 32.40 | 1.15 | Evaluated earlier. + 162.36 | 109.06 | 30.73 | 1.18 | Evaluated earlier. + 162.36 | 109.06 | 29.06 | 1.20 | Evaluated earlier. + 162.36 | 109.06 | 27.40 | 1.23 | Evaluated earlier. + 162.36 | 110.82 | 44.16 | 2.17 | Evaluated earlier. + 162.36 | 110.82 | 42.49 | 1.97 | Evaluated earlier. + 162.36 | 110.82 | 40.82 | 1.71 | Evaluated earlier. + 162.36 | 110.82 | 39.16 | 1.19 | Evaluated earlier. + 162.36 | 110.82 | 37.49 | 1.17 | Evaluated earlier. + 162.36 | 110.82 | 35.82 | 1.14 | Evaluated earlier. + 162.36 | 110.82 | 34.16 | 1.17 | Evaluated earlier. + 162.36 | 110.82 | 32.49 | 1.20 | Evaluated earlier. + 162.36 | 110.82 | 30.82 | 1.22 | Evaluated earlier. + 162.36 | 110.82 | 29.16 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 45.91 | 2.20 | Evaluated earlier. + 162.36 | 112.58 | 44.25 | 2.00 | Evaluated earlier. + 162.36 | 112.58 | 42.58 | 1.74 | Evaluated earlier. + 162.36 | 112.58 | 40.91 | 1.21 | Evaluated earlier. + 162.36 | 112.58 | 39.25 | 1.19 | Evaluated earlier. + 162.36 | 112.58 | 37.58 | 1.17 | Evaluated earlier. + 162.36 | 112.58 | 35.91 | 1.19 | Evaluated earlier. + 162.36 | 112.58 | 34.25 | 1.22 | Evaluated earlier. + 162.36 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 162.36 | 112.58 | 30.91 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 47.67 | 2.24 | Evaluated earlier. + 162.36 | 114.34 | 46.01 | 2.03 | Evaluated earlier. + 162.36 | 114.34 | 44.34 | 1.77 | Evaluated earlier. + 162.36 | 114.34 | 42.67 | 1.24 | Evaluated earlier. + 162.36 | 114.34 | 41.01 | 1.22 | Evaluated earlier. + 162.36 | 114.34 | 39.34 | 1.18 | Evaluated earlier. + 162.36 | 114.34 | 37.67 | 1.21 | Evaluated earlier. + 162.36 | 114.34 | 36.01 | 1.24 | Evaluated earlier. + 162.36 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 162.36 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 49.43 | 2.27 | Evaluated earlier. + 162.36 | 116.10 | 47.76 | 2.06 | Evaluated earlier. + 162.36 | 116.10 | 46.10 | 1.81 | Evaluated earlier. + 162.36 | 116.10 | 44.43 | 1.26 | Evaluated earlier. + 162.36 | 116.10 | 42.76 | 1.24 | Evaluated earlier. + 162.36 | 116.10 | 41.10 | 1.21 | Evaluated earlier. + 162.36 | 116.10 | 39.43 | 1.23 | Evaluated earlier. + 162.36 | 116.10 | 37.76 | 1.26 | Evaluated earlier. + 162.36 | 116.10 | 36.10 | 1.29 | Evaluated earlier. + 162.36 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 51.19 | 2.30 | Evaluated earlier. + 162.36 | 117.86 | 49.52 | 2.10 | Evaluated earlier. + 162.36 | 117.86 | 47.85 | 1.84 | Evaluated earlier. + 162.36 | 117.86 | 46.19 | 1.28 | Evaluated earlier. + 162.36 | 117.86 | 44.52 | 1.27 | Evaluated earlier. + 162.36 | 117.86 | 42.85 | 1.23 | Evaluated earlier. + 162.36 | 117.86 | 41.19 | 1.26 | Evaluated earlier. + 162.36 | 117.86 | 39.52 | 1.29 | Evaluated earlier. + 162.36 | 117.86 | 37.86 | 1.32 | Evaluated earlier. + 162.36 | 117.86 | 36.19 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 52.95 | 2.34 | Evaluated earlier. + 162.36 | 119.61 | 51.28 | 2.14 | Evaluated earlier. + 162.36 | 119.61 | 49.61 | 1.87 | Evaluated earlier. + 162.36 | 119.61 | 47.95 | 1.31 | Evaluated earlier. + 162.36 | 119.61 | 46.28 | 1.29 | Evaluated earlier. + 162.36 | 119.61 | 44.61 | 1.26 | Evaluated earlier. + 162.36 | 119.61 | 42.95 | 1.28 | Evaluated earlier. + 162.36 | 119.61 | 41.28 | 1.31 | Evaluated earlier. + 162.36 | 119.61 | 39.61 | 1.35 | Evaluated earlier. + 162.36 | 119.61 | 37.95 | 1.38 | Evaluated earlier. + ---------|---------|---------|---------| + 164.74 | 103.79 | 37.12 | 2.06 | + ---------|---------|---------|---------| + 164.74 | 103.79 | 35.46 | 1.90 | + ---------|---------|---------|---------| + 164.74 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 164.74 | 105.55 | 38.88 | 2.09 | Evaluated earlier. + 164.74 | 105.55 | 37.22 | 1.88 | Evaluated earlier. + 164.74 | 105.55 | 35.55 | 1.64 | Evaluated earlier. + 164.74 | 105.55 | 33.88 | 1.10 | Evaluated earlier. + 164.74 | 105.55 | 32.22 | 1.13 | Evaluated earlier. + 164.74 | 105.55 | 30.55 | 1.13 | Evaluated earlier. + 164.74 | 105.55 | 28.88 | 1.18 | Evaluated earlier. + 164.74 | 105.55 | 27.22 | 1.24 | Evaluated earlier. + 164.74 | 105.55 | 25.55 | 1.31 | Evaluated earlier. + 164.74 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 164.74 | 107.31 | 40.64 | 2.09 | Evaluated earlier. + 164.74 | 107.31 | 38.97 | 1.89 | Evaluated earlier. + 164.74 | 107.31 | 37.31 | 1.63 | Evaluated earlier. + 164.74 | 107.31 | 35.64 | 1.11 | Evaluated earlier. + 164.74 | 107.31 | 33.97 | 1.11 | Evaluated earlier. + 164.74 | 107.31 | 32.31 | 1.13 | Evaluated earlier. + 164.74 | 107.31 | 30.64 | 1.16 | Evaluated earlier. + 164.74 | 107.31 | 28.97 | 1.21 | Evaluated earlier. + 164.74 | 107.31 | 27.31 | 1.27 | Evaluated earlier. + 164.74 | 107.31 | 25.64 | 1.32 | Evaluated earlier. + 164.74 | 109.06 | 42.40 | 2.11 | Evaluated earlier. + 164.74 | 109.06 | 40.73 | 1.91 | Evaluated earlier. + 164.74 | 109.06 | 39.06 | 1.66 | Evaluated earlier. + 164.74 | 109.06 | 37.40 | 1.13 | Evaluated earlier. + 164.74 | 109.06 | 35.73 | 1.12 | Evaluated earlier. + 164.74 | 109.06 | 34.06 | 1.13 | Evaluated earlier. + 164.74 | 109.06 | 32.40 | 1.16 | Evaluated earlier. + 164.74 | 109.06 | 30.73 | 1.20 | Evaluated earlier. + 164.74 | 109.06 | 29.06 | 1.25 | Evaluated earlier. + 164.74 | 109.06 | 27.40 | 1.29 | Evaluated earlier. + 164.74 | 110.82 | 44.16 | 2.13 | Evaluated earlier. + 164.74 | 110.82 | 42.49 | 1.93 | Evaluated earlier. + 164.74 | 110.82 | 40.82 | 1.67 | Evaluated earlier. + 164.74 | 110.82 | 39.16 | 1.17 | Evaluated earlier. + 164.74 | 110.82 | 37.49 | 1.13 | Evaluated earlier. + 164.74 | 110.82 | 35.82 | 1.14 | Evaluated earlier. + 164.74 | 110.82 | 34.16 | 1.16 | Evaluated earlier. + 164.74 | 110.82 | 32.49 | 1.20 | Evaluated earlier. + 164.74 | 110.82 | 30.82 | 1.24 | Evaluated earlier. + 164.74 | 110.82 | 29.16 | 1.28 | Evaluated earlier. + 164.74 | 112.58 | 45.91 | 2.16 | Evaluated earlier. + 164.74 | 112.58 | 44.25 | 1.95 | Evaluated earlier. + 164.74 | 112.58 | 42.58 | 1.70 | Evaluated earlier. + 164.74 | 112.58 | 40.91 | 1.19 | Evaluated earlier. + 164.74 | 112.58 | 39.25 | 1.14 | Evaluated earlier. + 164.74 | 112.58 | 37.58 | 1.15 | Evaluated earlier. + 164.74 | 112.58 | 35.91 | 1.18 | Evaluated earlier. + 164.74 | 112.58 | 34.25 | 1.21 | Evaluated earlier. + 164.74 | 112.58 | 32.58 | 1.24 | Evaluated earlier. + 164.74 | 112.58 | 30.91 | 1.28 | Evaluated earlier. + 164.74 | 114.34 | 47.67 | 2.19 | Evaluated earlier. + 164.74 | 114.34 | 46.01 | 1.98 | Evaluated earlier. + 164.74 | 114.34 | 44.34 | 1.73 | Evaluated earlier. + 164.74 | 114.34 | 42.67 | 1.20 | Evaluated earlier. + 164.74 | 114.34 | 41.01 | 1.16 | Evaluated earlier. + 164.74 | 114.34 | 39.34 | 1.17 | Evaluated earlier. + 164.74 | 114.34 | 37.67 | 1.19 | Evaluated earlier. + 164.74 | 114.34 | 36.01 | 1.22 | Evaluated earlier. + 164.74 | 114.34 | 34.34 | 1.26 | Evaluated earlier. + 164.74 | 114.34 | 32.67 | 1.29 | Evaluated earlier. + 164.74 | 116.10 | 49.43 | 2.22 | Evaluated earlier. + 164.74 | 116.10 | 47.76 | 2.01 | Evaluated earlier. + 164.74 | 116.10 | 46.10 | 1.76 | Evaluated earlier. + 164.74 | 116.10 | 44.43 | 1.23 | Evaluated earlier. + 164.74 | 116.10 | 42.76 | 1.18 | Evaluated earlier. + 164.74 | 116.10 | 41.10 | 1.19 | Evaluated earlier. + 164.74 | 116.10 | 39.43 | 1.21 | Evaluated earlier. + 164.74 | 116.10 | 37.76 | 1.24 | Evaluated earlier. + 164.74 | 116.10 | 36.10 | 1.27 | Evaluated earlier. + 164.74 | 116.10 | 34.43 | 1.31 | Evaluated earlier. + 164.74 | 117.86 | 51.19 | 2.26 | Evaluated earlier. + 164.74 | 117.86 | 49.52 | 2.05 | Evaluated earlier. + 164.74 | 117.86 | 47.85 | 1.79 | Evaluated earlier. + 164.74 | 117.86 | 46.19 | 1.25 | Evaluated earlier. + 164.74 | 117.86 | 44.52 | 1.22 | Evaluated earlier. + 164.74 | 117.86 | 42.85 | 1.21 | Evaluated earlier. + 164.74 | 117.86 | 41.19 | 1.23 | Evaluated earlier. + 164.74 | 117.86 | 39.52 | 1.26 | Evaluated earlier. + 164.74 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 164.74 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 164.74 | 119.61 | 52.95 | 2.29 | Evaluated earlier. + 164.74 | 119.61 | 51.28 | 2.08 | Evaluated earlier. + 164.74 | 119.61 | 49.61 | 1.82 | Evaluated earlier. + 164.74 | 119.61 | 47.95 | 1.27 | Evaluated earlier. + 164.74 | 119.61 | 46.28 | 1.25 | Evaluated earlier. + 164.74 | 119.61 | 44.61 | 1.23 | Evaluated earlier. + 164.74 | 119.61 | 42.95 | 1.25 | Evaluated earlier. + 164.74 | 119.61 | 41.28 | 1.28 | Evaluated earlier. + 164.74 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 164.74 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + ---------|---------|---------|---------| + 167.13 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 167.13 | 105.55 | 38.88 | 2.06 | Evaluated earlier. + 167.13 | 105.55 | 37.22 | 1.88 | Evaluated earlier. + 167.13 | 105.55 | 35.55 | 1.61 | Evaluated earlier. + 167.13 | 105.55 | 33.88 | 1.14 | Evaluated earlier. + 167.13 | 105.55 | 32.22 | 1.16 | Evaluated earlier. + 167.13 | 105.55 | 30.55 | 1.19 | Evaluated earlier. + 167.13 | 105.55 | 28.88 | 1.27 | Evaluated earlier. + 167.13 | 105.55 | 27.22 | 1.35 | Evaluated earlier. + 167.13 | 105.55 | 25.55 | 1.35 | Evaluated earlier. + 167.13 | 105.55 | 23.88 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 40.64 | 2.08 | Evaluated earlier. + 167.13 | 107.31 | 38.97 | 1.88 | Evaluated earlier. + 167.13 | 107.31 | 37.31 | 1.61 | Evaluated earlier. + 167.13 | 107.31 | 35.64 | 1.13 | Evaluated earlier. + 167.13 | 107.31 | 33.97 | 1.14 | Evaluated earlier. + 167.13 | 107.31 | 32.31 | 1.17 | Evaluated earlier. + 167.13 | 107.31 | 30.64 | 1.22 | Evaluated earlier. + 167.13 | 107.31 | 28.97 | 1.29 | Evaluated earlier. + 167.13 | 107.31 | 27.31 | 1.37 | Evaluated earlier. + 167.13 | 107.31 | 25.64 | 1.36 | Evaluated earlier. + 167.13 | 109.06 | 42.40 | 2.10 | Evaluated earlier. + 167.13 | 109.06 | 40.73 | 1.89 | Evaluated earlier. + 167.13 | 109.06 | 39.06 | 1.65 | Evaluated earlier. + 167.13 | 109.06 | 37.40 | 1.13 | Evaluated earlier. + 167.13 | 109.06 | 35.73 | 1.14 | Evaluated earlier. + 167.13 | 109.06 | 34.06 | 1.15 | Evaluated earlier. + 167.13 | 109.06 | 32.40 | 1.19 | Evaluated earlier. + 167.13 | 109.06 | 30.73 | 1.25 | Evaluated earlier. + 167.13 | 109.06 | 29.06 | 1.32 | Evaluated earlier. + 167.13 | 109.06 | 27.40 | 1.40 | Evaluated earlier. + 167.13 | 110.82 | 44.16 | 2.11 | Evaluated earlier. + 167.13 | 110.82 | 42.49 | 1.91 | Evaluated earlier. + 167.13 | 110.82 | 40.82 | 1.66 | Evaluated earlier. + 167.13 | 110.82 | 39.16 | 1.14 | Evaluated earlier. + 167.13 | 110.82 | 37.49 | 1.14 | Evaluated earlier. + 167.13 | 110.82 | 35.82 | 1.15 | Evaluated earlier. + 167.13 | 110.82 | 34.16 | 1.18 | Evaluated earlier. + 167.13 | 110.82 | 32.49 | 1.23 | Evaluated earlier. + 167.13 | 110.82 | 30.82 | 1.29 | Evaluated earlier. + 167.13 | 110.82 | 29.16 | 1.36 | Evaluated earlier. + 167.13 | 112.58 | 45.91 | 2.13 | Evaluated earlier. + 167.13 | 112.58 | 44.25 | 1.93 | Evaluated earlier. + 167.13 | 112.58 | 42.58 | 1.68 | Evaluated earlier. + 167.13 | 112.58 | 40.91 | 1.15 | Evaluated earlier. + 167.13 | 112.58 | 39.25 | 1.15 | Evaluated earlier. + 167.13 | 112.58 | 37.58 | 1.16 | Evaluated earlier. + 167.13 | 112.58 | 35.91 | 1.19 | Evaluated earlier. + 167.13 | 112.58 | 34.25 | 1.22 | Evaluated earlier. + 167.13 | 112.58 | 32.58 | 1.27 | Evaluated earlier. + 167.13 | 112.58 | 30.91 | 1.33 | Evaluated earlier. + 167.13 | 114.34 | 47.67 | 2.16 | Evaluated earlier. + 167.13 | 114.34 | 46.01 | 1.96 | Evaluated earlier. + 167.13 | 114.34 | 44.34 | 1.70 | Evaluated earlier. + 167.13 | 114.34 | 42.67 | 1.16 | Evaluated earlier. + 167.13 | 114.34 | 41.01 | 1.16 | Evaluated earlier. + 167.13 | 114.34 | 39.34 | 1.17 | Evaluated earlier. + 167.13 | 114.34 | 37.67 | 1.19 | Evaluated earlier. + 167.13 | 114.34 | 36.01 | 1.23 | Evaluated earlier. + 167.13 | 114.34 | 34.34 | 1.27 | Evaluated earlier. + 167.13 | 114.34 | 32.67 | 1.32 | Evaluated earlier. + 167.13 | 116.10 | 49.43 | 2.19 | Evaluated earlier. + 167.13 | 116.10 | 47.76 | 1.98 | Evaluated earlier. + 167.13 | 116.10 | 46.10 | 1.73 | Evaluated earlier. + 167.13 | 116.10 | 44.43 | 1.20 | Evaluated earlier. + 167.13 | 116.10 | 42.76 | 1.17 | Evaluated earlier. + 167.13 | 116.10 | 41.10 | 1.18 | Evaluated earlier. + 167.13 | 116.10 | 39.43 | 1.21 | Evaluated earlier. + 167.13 | 116.10 | 37.76 | 1.24 | Evaluated earlier. + 167.13 | 116.10 | 36.10 | 1.28 | Evaluated earlier. + 167.13 | 116.10 | 34.43 | 1.32 | Evaluated earlier. + 167.13 | 117.86 | 51.19 | 2.22 | Evaluated earlier. + 167.13 | 117.86 | 49.52 | 2.01 | Evaluated earlier. + 167.13 | 117.86 | 47.85 | 1.75 | Evaluated earlier. + 167.13 | 117.86 | 46.19 | 1.22 | Evaluated earlier. + 167.13 | 117.86 | 44.52 | 1.19 | Evaluated earlier. + 167.13 | 117.86 | 42.85 | 1.20 | Evaluated earlier. + 167.13 | 117.86 | 41.19 | 1.23 | Evaluated earlier. + 167.13 | 117.86 | 39.52 | 1.25 | Evaluated earlier. + 167.13 | 117.86 | 37.86 | 1.29 | Evaluated earlier. + 167.13 | 117.86 | 36.19 | 1.33 | Evaluated earlier. + 167.13 | 119.61 | 52.95 | 2.25 | Evaluated earlier. + 167.13 | 119.61 | 51.28 | 2.04 | Evaluated earlier. + 167.13 | 119.61 | 49.61 | 1.78 | Evaluated earlier. + 167.13 | 119.61 | 47.95 | 1.25 | Evaluated earlier. + 167.13 | 119.61 | 46.28 | 1.21 | Evaluated earlier. + 167.13 | 119.61 | 44.61 | 1.22 | Evaluated earlier. + 167.13 | 119.61 | 42.95 | 1.24 | Evaluated earlier. + 167.13 | 119.61 | 41.28 | 1.27 | Evaluated earlier. + 167.13 | 119.61 | 39.61 | 1.31 | Evaluated earlier. + 167.13 | 119.61 | 37.95 | 1.35 | Evaluated earlier. + ---------|---------|---------|---------| + 169.51 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 169.51 | 105.55 | 38.88 | 2.09 | Evaluated earlier. + 169.51 | 105.55 | 37.22 | 1.91 | Evaluated earlier. + 169.51 | 105.55 | 35.55 | 1.67 | Evaluated earlier. + 169.51 | 105.55 | 33.88 | 1.19 | Evaluated earlier. + 169.51 | 105.55 | 32.22 | 1.23 | Evaluated earlier. + 169.51 | 105.55 | 30.55 | 1.30 | Evaluated earlier. + 169.51 | 105.55 | 28.88 | 1.43 | Evaluated earlier. + 169.51 | 105.55 | 27.22 | 1.37 | Evaluated earlier. + 169.51 | 105.55 | 25.55 | 1.41 | Evaluated earlier. + 169.51 | 105.55 | 23.88 | 1.47 | Evaluated earlier. + 169.51 | 107.31 | 40.64 | 2.10 | Evaluated earlier. + 169.51 | 107.31 | 38.97 | 1.86 | Evaluated earlier. + 169.51 | 107.31 | 37.31 | 1.67 | Evaluated earlier. + 169.51 | 107.31 | 35.64 | 1.17 | Evaluated earlier. + 169.51 | 107.31 | 33.97 | 1.20 | Evaluated earlier. + 169.51 | 107.31 | 32.31 | 1.24 | Evaluated earlier. + 169.51 | 107.31 | 30.64 | 1.32 | Evaluated earlier. + 169.51 | 107.31 | 28.97 | 1.41 | Evaluated earlier. + 169.51 | 107.31 | 27.31 | 1.39 | Evaluated earlier. + 169.51 | 107.31 | 25.64 | 1.43 | Evaluated earlier. + 169.51 | 109.06 | 42.40 | 2.10 | Evaluated earlier. + 169.51 | 109.06 | 40.73 | 1.90 | Evaluated earlier. + 169.51 | 109.06 | 39.06 | 1.64 | Evaluated earlier. + 169.51 | 109.06 | 37.40 | 1.17 | Evaluated earlier. + 169.51 | 109.06 | 35.73 | 1.18 | Evaluated earlier. + 169.51 | 109.06 | 34.06 | 1.21 | Evaluated earlier. + 169.51 | 109.06 | 32.40 | 1.27 | Evaluated earlier. + 169.51 | 109.06 | 30.73 | 1.35 | Evaluated earlier. + 169.51 | 109.06 | 29.06 | 1.41 | Evaluated earlier. + 169.51 | 109.06 | 27.40 | 1.41 | Evaluated earlier. + 169.51 | 110.82 | 44.16 | 2.11 | Evaluated earlier. + 169.51 | 110.82 | 42.49 | 1.91 | Evaluated earlier. + 169.51 | 110.82 | 40.82 | 1.65 | Evaluated earlier. + 169.51 | 110.82 | 39.16 | 1.16 | Evaluated earlier. + 169.51 | 110.82 | 37.49 | 1.17 | Evaluated earlier. + 169.51 | 110.82 | 35.82 | 1.19 | Evaluated earlier. + 169.51 | 110.82 | 34.16 | 1.24 | Evaluated earlier. + 169.51 | 110.82 | 32.49 | 1.31 | Evaluated earlier. + 169.51 | 110.82 | 30.82 | 1.38 | Evaluated earlier. + 169.51 | 110.82 | 29.16 | 1.40 | Evaluated earlier. + 169.51 | 112.58 | 45.91 | 2.13 | Evaluated earlier. + 169.51 | 112.58 | 44.25 | 1.93 | Evaluated earlier. + 169.51 | 112.58 | 42.58 | 1.66 | Evaluated earlier. + 169.51 | 112.58 | 40.91 | 1.16 | Evaluated earlier. + 169.51 | 112.58 | 39.25 | 1.17 | Evaluated earlier. + 169.51 | 112.58 | 37.58 | 1.19 | Evaluated earlier. + 169.51 | 112.58 | 35.91 | 1.22 | Evaluated earlier. + 169.51 | 112.58 | 34.25 | 1.28 | Evaluated earlier. + 169.51 | 112.58 | 32.58 | 1.35 | Evaluated earlier. + 169.51 | 112.58 | 30.91 | 1.42 | Evaluated earlier. + 169.51 | 114.34 | 47.67 | 2.14 | Evaluated earlier. + 169.51 | 114.34 | 46.01 | 1.95 | Evaluated earlier. + 169.51 | 114.34 | 44.34 | 1.68 | Evaluated earlier. + 169.51 | 114.34 | 42.67 | 1.18 | Evaluated earlier. + 169.51 | 114.34 | 41.01 | 1.17 | Evaluated earlier. + 169.51 | 114.34 | 39.34 | 1.19 | Evaluated earlier. + 169.51 | 114.34 | 37.67 | 1.22 | Evaluated earlier. + 169.51 | 114.34 | 36.01 | 1.26 | Evaluated earlier. + 169.51 | 114.34 | 34.34 | 1.32 | Evaluated earlier. + 169.51 | 114.34 | 32.67 | 1.39 | Evaluated earlier. + 169.51 | 116.10 | 49.43 | 2.17 | Evaluated earlier. + 169.51 | 116.10 | 47.76 | 1.96 | Evaluated earlier. + 169.51 | 116.10 | 46.10 | 1.72 | Evaluated earlier. + 169.51 | 116.10 | 44.43 | 1.18 | Evaluated earlier. + 169.51 | 116.10 | 42.76 | 1.19 | Evaluated earlier. + 169.51 | 116.10 | 41.10 | 1.19 | Evaluated earlier. + 169.51 | 116.10 | 39.43 | 1.23 | Evaluated earlier. + 169.51 | 116.10 | 37.76 | 1.27 | Evaluated earlier. + 169.51 | 116.10 | 36.10 | 1.31 | Evaluated earlier. + 169.51 | 116.10 | 34.43 | 1.37 | Evaluated earlier. + 169.51 | 117.86 | 51.19 | 2.20 | Evaluated earlier. + 169.51 | 117.86 | 49.52 | 1.99 | Evaluated earlier. + 169.51 | 117.86 | 47.85 | 1.74 | Evaluated earlier. + 169.51 | 117.86 | 46.19 | 1.20 | Evaluated earlier. + 169.51 | 117.86 | 44.52 | 1.20 | Evaluated earlier. + 169.51 | 117.86 | 42.85 | 1.21 | Evaluated earlier. + 169.51 | 117.86 | 41.19 | 1.24 | Evaluated earlier. + 169.51 | 117.86 | 39.52 | 1.27 | Evaluated earlier. + 169.51 | 117.86 | 37.86 | 1.31 | Evaluated earlier. + 169.51 | 117.86 | 36.19 | 1.36 | Evaluated earlier. + 169.51 | 119.61 | 52.95 | 2.23 | Evaluated earlier. + 169.51 | 119.61 | 51.28 | 2.02 | Evaluated earlier. + 169.51 | 119.61 | 49.61 | 1.77 | Evaluated earlier. + 169.51 | 119.61 | 47.95 | 1.21 | Evaluated earlier. + 169.51 | 119.61 | 46.28 | 1.21 | Evaluated earlier. + 169.51 | 119.61 | 44.61 | 1.22 | Evaluated earlier. + 169.51 | 119.61 | 42.95 | 1.25 | Evaluated earlier. + 169.51 | 119.61 | 41.28 | 1.28 | Evaluated earlier. + 169.51 | 119.61 | 39.61 | 1.32 | Evaluated earlier. + 169.51 | 119.61 | 37.95 | 1.36 | Evaluated earlier. + ---------|---------|---------|---------| + 171.90 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 171.90 | 105.55 | 38.88 | 2.13 | Evaluated earlier. + 171.90 | 105.55 | 37.22 | 1.97 | Evaluated earlier. + 171.90 | 105.55 | 35.55 | 1.77 | Evaluated earlier. + 171.90 | 105.55 | 33.88 | 1.31 | Evaluated earlier. + 171.90 | 105.55 | 32.22 | 1.35 | Evaluated earlier. + 171.90 | 105.55 | 30.55 | 1.37 | Evaluated earlier. + 171.90 | 105.55 | 28.88 | 1.42 | Evaluated earlier. + 171.90 | 105.55 | 27.22 | 1.47 | Evaluated earlier. + 171.90 | 105.55 | 25.55 | 1.53 | Evaluated earlier. + 171.90 | 105.55 | 23.88 | 1.61 | Evaluated earlier. + 171.90 | 107.31 | 40.64 | 2.11 | Evaluated earlier. + 171.90 | 107.31 | 38.97 | 1.94 | Evaluated earlier. + 171.90 | 107.31 | 37.31 | 1.73 | Evaluated earlier. + 171.90 | 107.31 | 35.64 | 1.24 | Evaluated earlier. + 171.90 | 107.31 | 33.97 | 1.31 | Evaluated earlier. + 171.90 | 107.31 | 32.31 | 1.37 | Evaluated earlier. + 171.90 | 107.31 | 30.64 | 1.39 | Evaluated earlier. + 171.90 | 107.31 | 28.97 | 1.43 | Evaluated earlier. + 171.90 | 107.31 | 27.31 | 1.48 | Evaluated earlier. + 171.90 | 107.31 | 25.64 | 1.55 | Evaluated earlier. + 171.90 | 109.06 | 42.40 | 2.11 | Evaluated earlier. + 171.90 | 109.06 | 40.73 | 1.93 | Evaluated earlier. + 171.90 | 109.06 | 39.06 | 1.70 | Evaluated earlier. + 171.90 | 109.06 | 37.40 | 1.22 | Evaluated earlier. + 171.90 | 109.06 | 35.73 | 1.25 | Evaluated earlier. + 171.90 | 109.06 | 34.06 | 1.31 | Evaluated earlier. + 171.90 | 109.06 | 32.40 | 1.40 | Evaluated earlier. + 171.90 | 109.06 | 30.73 | 1.40 | Evaluated earlier. + 171.90 | 109.06 | 29.06 | 1.45 | Evaluated earlier. + 171.90 | 109.06 | 27.40 | 1.50 | Evaluated earlier. + 171.90 | 110.82 | 44.16 | 2.14 | Evaluated earlier. + 171.90 | 110.82 | 42.49 | 1.91 | Evaluated earlier. + 171.90 | 110.82 | 40.82 | 1.69 | Evaluated earlier. + 171.90 | 110.82 | 39.16 | 1.21 | Evaluated earlier. + 171.90 | 110.82 | 37.49 | 1.22 | Evaluated earlier. + 171.90 | 110.82 | 35.82 | 1.27 | Evaluated earlier. + 171.90 | 110.82 | 34.16 | 1.34 | Evaluated earlier. + 171.90 | 110.82 | 32.49 | 1.42 | Evaluated earlier. + 171.90 | 110.82 | 30.82 | 1.43 | Evaluated earlier. + 171.90 | 110.82 | 29.16 | 1.47 | Evaluated earlier. + 171.90 | 112.58 | 45.91 | 2.14 | Evaluated earlier. + 171.90 | 112.58 | 44.25 | 1.92 | Evaluated earlier. + 171.90 | 112.58 | 42.58 | 1.69 | Evaluated earlier. + 171.90 | 112.58 | 40.91 | 1.21 | Evaluated earlier. + 171.90 | 112.58 | 39.25 | 1.21 | Evaluated earlier. + 171.90 | 112.58 | 37.58 | 1.24 | Evaluated earlier. + 171.90 | 112.58 | 35.91 | 1.30 | Evaluated earlier. + 171.90 | 112.58 | 34.25 | 1.38 | Evaluated earlier. + 171.90 | 112.58 | 32.58 | 1.46 | Evaluated earlier. + 171.90 | 112.58 | 30.91 | 1.45 | Evaluated earlier. + 171.90 | 114.34 | 47.67 | 2.15 | Evaluated earlier. + 171.90 | 114.34 | 46.01 | 1.94 | Evaluated earlier. + 171.90 | 114.34 | 44.34 | 1.70 | Evaluated earlier. + 171.90 | 114.34 | 42.67 | 1.20 | Evaluated earlier. + 171.90 | 114.34 | 41.01 | 1.21 | Evaluated earlier. + 171.90 | 114.34 | 39.34 | 1.23 | Evaluated earlier. + 171.90 | 114.34 | 37.67 | 1.28 | Evaluated earlier. + 171.90 | 114.34 | 36.01 | 1.34 | Evaluated earlier. + 171.90 | 114.34 | 34.34 | 1.42 | Evaluated earlier. + 171.90 | 114.34 | 32.67 | 1.46 | Evaluated earlier. + 171.90 | 116.10 | 49.43 | 2.18 | Evaluated earlier. + 171.90 | 116.10 | 47.76 | 1.97 | Evaluated earlier. + 171.90 | 116.10 | 46.10 | 1.71 | Evaluated earlier. + 171.90 | 116.10 | 44.43 | 1.21 | Evaluated earlier. + 171.90 | 116.10 | 42.76 | 1.21 | Evaluated earlier. + 171.90 | 116.10 | 41.10 | 1.23 | Evaluated earlier. + 171.90 | 116.10 | 39.43 | 1.27 | Evaluated earlier. + 171.90 | 116.10 | 37.76 | 1.32 | Evaluated earlier. + 171.90 | 116.10 | 36.10 | 1.39 | Evaluated earlier. + 171.90 | 116.10 | 34.43 | 1.46 | Evaluated earlier. + 171.90 | 117.86 | 51.19 | 2.19 | Evaluated earlier. + 171.90 | 117.86 | 49.52 | 1.99 | Evaluated earlier. + 171.90 | 117.86 | 47.85 | 1.72 | Evaluated earlier. + 171.90 | 117.86 | 46.19 | 1.22 | Evaluated earlier. + 171.90 | 117.86 | 44.52 | 1.22 | Evaluated earlier. + 171.90 | 117.86 | 42.85 | 1.23 | Evaluated earlier. + 171.90 | 117.86 | 41.19 | 1.27 | Evaluated earlier. + 171.90 | 117.86 | 39.52 | 1.32 | Evaluated earlier. + 171.90 | 117.86 | 37.86 | 1.37 | Evaluated earlier. + 171.90 | 117.86 | 36.19 | 1.44 | Evaluated earlier. + 171.90 | 119.61 | 52.95 | 2.22 | Evaluated earlier. + 171.90 | 119.61 | 51.28 | 2.01 | Evaluated earlier. + 171.90 | 119.61 | 49.61 | 1.74 | Evaluated earlier. + 171.90 | 119.61 | 47.95 | 1.22 | Evaluated earlier. + 171.90 | 119.61 | 46.28 | 1.23 | Evaluated earlier. + 171.90 | 119.61 | 44.61 | 1.24 | Evaluated earlier. + 171.90 | 119.61 | 42.95 | 1.28 | Evaluated earlier. + 171.90 | 119.61 | 41.28 | 1.32 | Evaluated earlier. + 171.90 | 119.61 | 39.61 | 1.36 | Evaluated earlier. + 171.90 | 119.61 | 37.95 | 1.43 | Evaluated earlier. + ---------|---------|---------|---------| + 174.28 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 174.28 | 105.55 | 38.88 | 2.25 | Evaluated earlier. + 174.28 | 105.55 | 37.22 | 2.13 | Evaluated earlier. + 174.28 | 105.55 | 35.55 | 1.95 | Evaluated earlier. + 174.28 | 105.55 | 33.88 | 1.49 | Evaluated earlier. + 174.28 | 105.55 | 32.22 | 1.43 | Evaluated earlier. + 174.28 | 105.55 | 30.55 | 1.48 | Evaluated earlier. + 174.28 | 105.55 | 28.88 | 1.55 | Evaluated earlier. + 174.28 | 105.55 | 27.22 | 1.63 | Evaluated earlier. + 174.28 | 105.55 | 25.55 | 1.73 | Evaluated earlier. + 174.28 | 105.55 | 23.88 | 1.83 | Evaluated earlier. + 174.28 | 107.31 | 40.64 | 2.19 | Evaluated earlier. + 174.28 | 107.31 | 38.97 | 2.05 | Evaluated earlier. + 174.28 | 107.31 | 37.31 | 1.86 | Evaluated earlier. + 174.28 | 107.31 | 35.64 | 1.37 | Evaluated earlier. + 174.28 | 107.31 | 33.97 | 1.48 | Evaluated earlier. + 174.28 | 107.31 | 32.31 | 1.44 | Evaluated earlier. + 174.28 | 107.31 | 30.64 | 1.49 | Evaluated earlier. + 174.28 | 107.31 | 28.97 | 1.56 | Evaluated earlier. + 174.28 | 107.31 | 27.31 | 1.64 | Evaluated earlier. + 174.28 | 107.31 | 25.64 | 1.73 | Evaluated earlier. + 174.28 | 109.06 | 42.40 | 2.18 | Evaluated earlier. + 174.28 | 109.06 | 40.73 | 2.00 | Evaluated earlier. + 174.28 | 109.06 | 39.06 | 1.80 | Evaluated earlier. + 174.28 | 109.06 | 37.40 | 1.31 | Evaluated earlier. + 174.28 | 109.06 | 35.73 | 1.38 | Evaluated earlier. + 174.28 | 109.06 | 34.06 | 1.47 | Evaluated earlier. + 174.28 | 109.06 | 32.40 | 1.45 | Evaluated earlier. + 174.28 | 109.06 | 30.73 | 1.51 | Evaluated earlier. + 174.28 | 109.06 | 29.06 | 1.57 | Evaluated earlier. + 174.28 | 109.06 | 27.40 | 1.65 | Evaluated earlier. + 174.28 | 110.82 | 44.16 | 2.15 | Evaluated earlier. + 174.28 | 110.82 | 42.49 | 1.99 | Evaluated earlier. + 174.28 | 110.82 | 40.82 | 1.76 | Evaluated earlier. + 174.28 | 110.82 | 39.16 | 1.28 | Evaluated earlier. + 174.28 | 110.82 | 37.49 | 1.32 | Evaluated earlier. + 174.28 | 110.82 | 35.82 | 1.39 | Evaluated earlier. + 174.28 | 110.82 | 34.16 | 1.46 | Evaluated earlier. + 174.28 | 110.82 | 32.49 | 1.47 | Evaluated earlier. + 174.28 | 110.82 | 30.82 | 1.53 | Evaluated earlier. + 174.28 | 110.82 | 29.16 | 1.59 | Evaluated earlier. + 174.28 | 112.58 | 45.91 | 2.15 | Evaluated earlier. + 174.28 | 112.58 | 44.25 | 1.97 | Evaluated earlier. + 174.28 | 112.58 | 42.58 | 1.75 | Evaluated earlier. + 174.28 | 112.58 | 40.91 | 1.26 | Evaluated earlier. + 174.28 | 112.58 | 39.25 | 1.29 | Evaluated earlier. + 174.28 | 112.58 | 37.58 | 1.35 | Evaluated earlier. + 174.28 | 112.58 | 35.91 | 1.42 | Evaluated earlier. + 174.28 | 112.58 | 34.25 | 1.46 | Evaluated earlier. + 174.28 | 112.58 | 32.58 | 1.50 | Evaluated earlier. + 174.28 | 112.58 | 30.91 | 1.55 | Evaluated earlier. + 174.28 | 114.34 | 47.67 | 2.17 | Evaluated earlier. + 174.28 | 114.34 | 46.01 | 1.97 | Evaluated earlier. + 174.28 | 114.34 | 44.34 | 1.75 | Evaluated earlier. + 174.28 | 114.34 | 42.67 | 1.25 | Evaluated earlier. + 174.28 | 114.34 | 41.01 | 1.27 | Evaluated earlier. + 174.28 | 114.34 | 39.34 | 1.31 | Evaluated earlier. + 174.28 | 114.34 | 37.67 | 1.38 | Evaluated earlier. + 174.28 | 114.34 | 36.01 | 1.46 | Evaluated earlier. + 174.28 | 114.34 | 34.34 | 1.48 | Evaluated earlier. + 174.28 | 114.34 | 32.67 | 1.53 | Evaluated earlier. + 174.28 | 116.10 | 49.43 | 2.19 | Evaluated earlier. + 174.28 | 116.10 | 47.76 | 1.98 | Evaluated earlier. + 174.28 | 116.10 | 46.10 | 1.75 | Evaluated earlier. + 174.28 | 116.10 | 44.43 | 1.25 | Evaluated earlier. + 174.28 | 116.10 | 42.76 | 1.26 | Evaluated earlier. + 174.28 | 116.10 | 41.10 | 1.29 | Evaluated earlier. + 174.28 | 116.10 | 39.43 | 1.35 | Evaluated earlier. + 174.28 | 116.10 | 37.76 | 1.43 | Evaluated earlier. + 174.28 | 116.10 | 36.10 | 1.50 | Evaluated earlier. + 174.28 | 116.10 | 34.43 | 1.51 | Evaluated earlier. + 174.28 | 117.86 | 51.19 | 2.21 | Evaluated earlier. + 174.28 | 117.86 | 49.52 | 1.98 | Evaluated earlier. + 174.28 | 117.86 | 47.85 | 1.76 | Evaluated earlier. + 174.28 | 117.86 | 46.19 | 1.25 | Evaluated earlier. + 174.28 | 117.86 | 44.52 | 1.26 | Evaluated earlier. + 174.28 | 117.86 | 42.85 | 1.28 | Evaluated earlier. + 174.28 | 117.86 | 41.19 | 1.33 | Evaluated earlier. + 174.28 | 117.86 | 39.52 | 1.40 | Evaluated earlier. + 174.28 | 117.86 | 37.86 | 1.47 | Evaluated earlier. + 174.28 | 117.86 | 36.19 | 1.52 | Evaluated earlier. + 174.28 | 119.61 | 52.95 | 2.23 | Evaluated earlier. + 174.28 | 119.61 | 51.28 | 2.00 | Evaluated earlier. + 174.28 | 119.61 | 49.61 | 1.77 | Evaluated earlier. + 174.28 | 119.61 | 47.95 | 1.25 | Evaluated earlier. + 174.28 | 119.61 | 46.28 | 1.26 | Evaluated earlier. + 174.28 | 119.61 | 44.61 | 1.28 | Evaluated earlier. + 174.28 | 119.61 | 42.95 | 1.32 | Evaluated earlier. + 174.28 | 119.61 | 41.28 | 1.38 | Evaluated earlier. + 174.28 | 119.61 | 39.61 | 1.45 | Evaluated earlier. + 174.28 | 119.61 | 37.95 | 1.52 | Evaluated earlier. + ---------|---------|---------|---------| + 176.67 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 176.67 | 105.55 | 38.88 | 2.49 | Evaluated earlier. + 176.67 | 105.55 | 37.22 | 2.33 | Evaluated earlier. + 176.67 | 105.55 | 35.55 | 2.14 | Evaluated earlier. + 176.67 | 105.55 | 33.88 | 1.53 | Evaluated earlier. + 176.67 | 105.55 | 32.22 | 1.57 | Evaluated earlier. + 176.67 | 105.55 | 30.55 | 1.64 | Evaluated earlier. + 176.67 | 105.55 | 28.88 | 1.75 | Evaluated earlier. + 176.67 | 105.55 | 27.22 | 1.86 | Evaluated earlier. + 176.67 | 105.55 | 25.55 | 1.97 | Evaluated earlier. + 176.67 | 105.55 | 23.88 | 2.11 | Evaluated earlier. + 176.67 | 107.31 | 40.64 | 2.35 | Evaluated earlier. + 176.67 | 107.31 | 38.97 | 2.25 | Evaluated earlier. + 176.67 | 107.31 | 37.31 | 2.05 | Evaluated earlier. + 176.67 | 107.31 | 35.64 | 1.50 | Evaluated earlier. + 176.67 | 107.31 | 33.97 | 1.52 | Evaluated earlier. + 176.67 | 107.31 | 32.31 | 1.57 | Evaluated earlier. + 176.67 | 107.31 | 30.64 | 1.66 | Evaluated earlier. + 176.67 | 107.31 | 28.97 | 1.75 | Evaluated earlier. + 176.67 | 107.31 | 27.31 | 1.87 | Evaluated earlier. + 176.67 | 107.31 | 25.64 | 1.97 | Evaluated earlier. + 176.67 | 109.06 | 42.40 | 2.27 | Evaluated earlier. + 176.67 | 109.06 | 40.73 | 2.14 | Evaluated earlier. + 176.67 | 109.06 | 39.06 | 1.97 | Evaluated earlier. + 176.67 | 109.06 | 37.40 | 1.46 | Evaluated earlier. + 176.67 | 109.06 | 35.73 | 1.48 | Evaluated earlier. + 176.67 | 109.06 | 34.06 | 1.52 | Evaluated earlier. + 176.67 | 109.06 | 32.40 | 1.58 | Evaluated earlier. + 176.67 | 109.06 | 30.73 | 1.67 | Evaluated earlier. + 176.67 | 109.06 | 29.06 | 1.77 | Evaluated earlier. + 176.67 | 109.06 | 27.40 | 1.88 | Evaluated earlier. + 176.67 | 110.82 | 44.16 | 2.24 | Evaluated earlier. + 176.67 | 110.82 | 42.49 | 2.08 | Evaluated earlier. + 176.67 | 110.82 | 40.82 | 1.89 | Evaluated earlier. + 176.67 | 110.82 | 39.16 | 1.41 | Evaluated earlier. + 176.67 | 110.82 | 37.49 | 1.47 | Evaluated earlier. + 176.67 | 110.82 | 35.82 | 1.48 | Evaluated earlier. + 176.67 | 110.82 | 34.16 | 1.53 | Evaluated earlier. + 176.67 | 110.82 | 32.49 | 1.60 | Evaluated earlier. + 176.67 | 110.82 | 30.82 | 1.69 | Evaluated earlier. + 176.67 | 110.82 | 29.16 | 1.78 | Evaluated earlier. + 176.67 | 112.58 | 45.91 | 2.23 | Evaluated earlier. + 176.67 | 112.58 | 44.25 | 2.05 | Evaluated earlier. + 176.67 | 112.58 | 42.58 | 1.84 | Evaluated earlier. + 176.67 | 112.58 | 40.91 | 1.35 | Evaluated earlier. + 176.67 | 112.58 | 39.25 | 1.41 | Evaluated earlier. + 176.67 | 112.58 | 37.58 | 1.48 | Evaluated earlier. + 176.67 | 112.58 | 35.91 | 1.50 | Evaluated earlier. + 176.67 | 112.58 | 34.25 | 1.56 | Evaluated earlier. + 176.67 | 112.58 | 32.58 | 1.63 | Evaluated earlier. + 176.67 | 112.58 | 30.91 | 1.71 | Evaluated earlier. + 176.67 | 114.34 | 47.67 | 2.21 | Evaluated earlier. + 176.67 | 114.34 | 46.01 | 2.04 | Evaluated earlier. + 176.67 | 114.34 | 44.34 | 1.82 | Evaluated earlier. + 176.67 | 114.34 | 42.67 | 1.32 | Evaluated earlier. + 176.67 | 114.34 | 41.01 | 1.37 | Evaluated earlier. + 176.67 | 114.34 | 39.34 | 1.43 | Evaluated earlier. + 176.67 | 114.34 | 37.67 | 1.51 | Evaluated earlier. + 176.67 | 114.34 | 36.01 | 1.53 | Evaluated earlier. + 176.67 | 114.34 | 34.34 | 1.59 | Evaluated earlier. + 176.67 | 114.34 | 32.67 | 1.66 | Evaluated earlier. + 176.67 | 116.10 | 49.43 | 2.21 | Evaluated earlier. + 176.67 | 116.10 | 47.76 | 2.03 | Evaluated earlier. + 176.67 | 116.10 | 46.10 | 1.81 | Evaluated earlier. + 176.67 | 116.10 | 44.43 | 1.30 | Evaluated earlier. + 176.67 | 116.10 | 42.76 | 1.33 | Evaluated earlier. + 176.67 | 116.10 | 41.10 | 1.40 | Evaluated earlier. + 176.67 | 116.10 | 39.43 | 1.47 | Evaluated earlier. + 176.67 | 116.10 | 37.76 | 1.53 | Evaluated earlier. + 176.67 | 116.10 | 36.10 | 1.56 | Evaluated earlier. + 176.67 | 116.10 | 34.43 | 1.63 | Evaluated earlier. + 176.67 | 117.86 | 51.19 | 2.21 | Evaluated earlier. + 176.67 | 117.86 | 49.52 | 2.03 | Evaluated earlier. + 176.67 | 117.86 | 47.85 | 1.81 | Evaluated earlier. + 176.67 | 117.86 | 46.19 | 1.30 | Evaluated earlier. + 176.67 | 117.86 | 44.52 | 1.32 | Evaluated earlier. + 176.67 | 117.86 | 42.85 | 1.36 | Evaluated earlier. + 176.67 | 117.86 | 41.19 | 1.44 | Evaluated earlier. + 176.67 | 117.86 | 39.52 | 1.51 | Evaluated earlier. + 176.67 | 117.86 | 37.86 | 1.54 | Evaluated earlier. + 176.67 | 117.86 | 36.19 | 1.60 | Evaluated earlier. + 176.67 | 119.61 | 52.95 | 2.23 | Evaluated earlier. + 176.67 | 119.61 | 51.28 | 2.04 | Evaluated earlier. + 176.67 | 119.61 | 49.61 | 1.81 | Evaluated earlier. + 176.67 | 119.61 | 47.95 | 1.30 | Evaluated earlier. + 176.67 | 119.61 | 46.28 | 1.31 | Evaluated earlier. + 176.67 | 119.61 | 44.61 | 1.34 | Evaluated earlier. + 176.67 | 119.61 | 42.95 | 1.41 | Evaluated earlier. + 176.67 | 119.61 | 41.28 | 1.49 | Evaluated earlier. + 176.67 | 119.61 | 39.61 | 1.56 | Evaluated earlier. + 176.67 | 119.61 | 37.95 | 1.59 | Evaluated earlier. + ---------|---------|---------|---------| + 179.06 | 103.79 | 37.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 35.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 33.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 32.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 30.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 28.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 27.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 25.46 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 23.79 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 103.79 | 22.12 | - | Circle center point too low. + ---------|---------|---------|---------| + 179.06 | 105.55 | 38.88 | 2.72 | Evaluated earlier. + 179.06 | 105.55 | 37.22 | 2.55 | Evaluated earlier. + 179.06 | 105.55 | 35.55 | 2.35 | Evaluated earlier. + 179.06 | 105.55 | 33.88 | 1.70 | Evaluated earlier. + 179.06 | 105.55 | 32.22 | 1.77 | Evaluated earlier. + 179.06 | 105.55 | 30.55 | 1.89 | Evaluated earlier. + 179.06 | 105.55 | 28.88 | 2.03 | Evaluated earlier. + 179.06 | 105.55 | 27.22 | 2.17 | Evaluated earlier. + 179.06 | 105.55 | 25.55 | 2.34 | Evaluated earlier. + 179.06 | 105.55 | 23.88 | 2.53 | Evaluated earlier. + 179.06 | 107.31 | 40.64 | 2.58 | Evaluated earlier. + 179.06 | 107.31 | 38.97 | 2.49 | Evaluated earlier. + 179.06 | 107.31 | 37.31 | 2.22 | Evaluated earlier. + 179.06 | 107.31 | 35.64 | 1.62 | Evaluated earlier. + 179.06 | 107.31 | 33.97 | 1.69 | Evaluated earlier. + 179.06 | 107.31 | 32.31 | 1.77 | Evaluated earlier. + 179.06 | 107.31 | 30.64 | 1.89 | Evaluated earlier. + 179.06 | 107.31 | 28.97 | 2.04 | Evaluated earlier. + 179.06 | 107.31 | 27.31 | 2.18 | Evaluated earlier. + 179.06 | 107.31 | 25.64 | 2.34 | Evaluated earlier. + 179.06 | 109.06 | 42.40 | 2.46 | Evaluated earlier. + 179.06 | 109.06 | 40.73 | 2.35 | Evaluated earlier. + 179.06 | 109.06 | 39.06 | 2.18 | Evaluated earlier. + 179.06 | 109.06 | 37.40 | 1.56 | Evaluated earlier. + 179.06 | 109.06 | 35.73 | 1.61 | Evaluated earlier. + 179.06 | 109.06 | 34.06 | 1.68 | Evaluated earlier. + 179.06 | 109.06 | 32.40 | 1.78 | Evaluated earlier. + 179.06 | 109.06 | 30.73 | 1.90 | Evaluated earlier. + 179.06 | 109.06 | 29.06 | 2.05 | Evaluated earlier. + 179.06 | 109.06 | 27.40 | 2.19 | Evaluated earlier. + 179.06 | 110.82 | 44.16 | 2.38 | Evaluated earlier. + 179.06 | 110.82 | 42.49 | 2.28 | Evaluated earlier. + 179.06 | 110.82 | 40.82 | 2.08 | Evaluated earlier. + 179.06 | 110.82 | 39.16 | 1.58 | Evaluated earlier. + 179.06 | 110.82 | 37.49 | 1.56 | Evaluated earlier. + 179.06 | 110.82 | 35.82 | 1.61 | Evaluated earlier. + 179.06 | 110.82 | 34.16 | 1.70 | Evaluated earlier. + 179.06 | 110.82 | 32.49 | 1.80 | Evaluated earlier. + 179.06 | 110.82 | 30.82 | 1.92 | Evaluated earlier. + 179.06 | 110.82 | 29.16 | 2.07 | Evaluated earlier. + 179.06 | 112.58 | 45.91 | 2.33 | Evaluated earlier. + 179.06 | 112.58 | 44.25 | 2.18 | Evaluated earlier. + 179.06 | 112.58 | 42.58 | 2.01 | Evaluated earlier. + 179.06 | 112.58 | 40.91 | 1.50 | Evaluated earlier. + 179.06 | 112.58 | 39.25 | 1.56 | Evaluated earlier. + 179.06 | 112.58 | 37.58 | 1.57 | Evaluated earlier. + 179.06 | 112.58 | 35.91 | 1.64 | Evaluated earlier. + 179.06 | 112.58 | 34.25 | 1.72 | Evaluated earlier. + 179.06 | 112.58 | 32.58 | 1.83 | Evaluated earlier. + 179.06 | 112.58 | 30.91 | 1.96 | Evaluated earlier. + 179.06 | 114.34 | 47.67 | 2.30 | Evaluated earlier. + 179.06 | 114.34 | 46.01 | 2.14 | Evaluated earlier. + 179.06 | 114.34 | 44.34 | 1.94 | Evaluated earlier. + 179.06 | 114.34 | 42.67 | 1.45 | Evaluated earlier. + 179.06 | 114.34 | 41.01 | 1.51 | Evaluated earlier. + 179.06 | 114.34 | 39.34 | 1.54 | Evaluated earlier. + 179.06 | 114.34 | 37.67 | 1.59 | Evaluated earlier. + 179.06 | 114.34 | 36.01 | 1.67 | Evaluated earlier. + 179.06 | 114.34 | 34.34 | 1.75 | Evaluated earlier. + 179.06 | 114.34 | 32.67 | 1.87 | Evaluated earlier. + 179.06 | 116.10 | 49.43 | 2.29 | Evaluated earlier. + 179.06 | 116.10 | 47.76 | 2.12 | Evaluated earlier. + 179.06 | 116.10 | 46.10 | 1.91 | Evaluated earlier. + 179.06 | 116.10 | 44.43 | 1.40 | Evaluated earlier. + 179.06 | 116.10 | 42.76 | 1.46 | Evaluated earlier. + 179.06 | 116.10 | 41.10 | 1.53 | Evaluated earlier. + 179.06 | 116.10 | 39.43 | 1.56 | Evaluated earlier. + 179.06 | 116.10 | 37.76 | 1.63 | Evaluated earlier. + 179.06 | 116.10 | 36.10 | 1.70 | Evaluated earlier. + 179.06 | 116.10 | 34.43 | 1.80 | Evaluated earlier. + 179.06 | 117.86 | 51.19 | 2.28 | Evaluated earlier. + 179.06 | 117.86 | 49.52 | 2.11 | Evaluated earlier. + 179.06 | 117.86 | 47.85 | 1.89 | Evaluated earlier. + 179.06 | 117.86 | 46.19 | 1.37 | Evaluated earlier. + 179.06 | 117.86 | 44.52 | 1.42 | Evaluated earlier. + 179.06 | 117.86 | 42.85 | 1.48 | Evaluated earlier. + 179.06 | 117.86 | 41.19 | 1.57 | Evaluated earlier. + 179.06 | 117.86 | 39.52 | 1.60 | Evaluated earlier. + 179.06 | 117.86 | 37.86 | 1.67 | Evaluated earlier. + 179.06 | 117.86 | 36.19 | 1.75 | Evaluated earlier. + 179.06 | 119.61 | 52.95 | 2.28 | Evaluated earlier. + 179.06 | 119.61 | 51.28 | 2.10 | Evaluated earlier. + 179.06 | 119.61 | 49.61 | 1.88 | Evaluated earlier. + 179.06 | 119.61 | 47.95 | 1.36 | Evaluated earlier. + 179.06 | 119.61 | 46.28 | 1.39 | Evaluated earlier. + 179.06 | 119.61 | 44.61 | 1.45 | Evaluated earlier. + 179.06 | 119.61 | 42.95 | 1.53 | Evaluated earlier. + 179.06 | 119.61 | 41.28 | 1.60 | Evaluated earlier. + 179.06 | 119.61 | 39.61 | 1.64 | Evaluated earlier. + 179.06 | 119.61 | 37.95 | 1.72 | Evaluated earlier. + + Information on the critical circle : Fmin = 1.102 + Calculation method used : Bishop - C phi + ============================================================================= + + X co-ordinate center point : 164.74 [m] + Y co-ordinate center point : 105.55 [m] + Radius of critical circle : 33.88 [m] + + The center point of the critical circle is enclosed + + Total driving moment : 95064.95 [kNm/m] + Driving moment free water : -1075.63 [kNm/m] + Driving moment external loads : 11009.63 [kNm/m] + Iterated resisting moment : 104723.08 [kNm/m] + Non-iterated resisting moment : 103596.31 [kNm/m] + + + + SLICE DATA + ========== + + Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion| + | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 130.91 | 103.73 | 104.14 | 0.04 | -86.93 | 18.43 | 0.79 | 0.00 | + 2 | 130.94 | 103.22 | 104.15 | 0.02 | -86.06 | 18.43 | 0.24 | 0.00 | + 3 | 131.30 | 100.69 | 104.27 | 0.70 | -81.73 | 18.43 | 4.89 | 0.00 | + 4 | 131.74 | 97.88 | 104.41 | 0.18 | -76.92 | 18.43 | 0.79 | 0.00 | + 5 | 132.62 | 95.07 | 104.71 | 1.59 | -71.93 | 18.43 | 5.11 | 0.00 | + 6 | 134.21 | 90.98 | 105.24 | 1.58 | -64.49 | 18.43 | 3.68 | 0.00 | + 7 | 135.01 | 89.31 | 105.50 | 0.01 | -61.35 | 0.00 | 0.03 | 0.00 | + 8 | 136.01 | 87.69 | 105.50 | 1.99 | -58.15 | 0.00 | 3.76 | 0.00 | + 9 | 137.88 | 84.95 | 105.50 | 1.75 | -52.53 | 0.00 | 2.88 | 0.00 | + 10 | 139.63 | 82.85 | 105.50 | 1.75 | -47.89 | 0.00 | 2.61 | 0.00 | + 11 | 140.55 | 81.83 | 105.50 | 0.10 | -45.56 | 0.00 | 0.14 | 50.00 | + 12 | 140.80 | 81.58 | 105.50 | 0.40 | -44.96 | 0.00 | 0.57 | 50.00 | + 13 | 141.15 | 81.23 | 105.50 | 0.30 | -44.13 | 0.00 | 0.42 | 50.00 | + 14 | 141.51 | 80.88 | 105.50 | 0.43 | -43.28 | 0.00 | 0.59 | 0.00 | + 15 | 142.76 | 79.80 | 105.50 | 2.07 | -40.48 | 0.00 | 2.72 | N.A. | + 16 | 144.83 | 78.16 | 105.50 | 2.07 | -36.02 | 0.00 | 2.56 | N.A. | + 17 | 146.90 | 76.77 | 105.50 | 2.07 | -31.80 | 0.00 | 2.43 | N.A. | + 18 | 148.97 | 75.59 | 105.50 | 2.07 | -27.77 | 0.00 | 2.34 | N.A. | + 19 | 151.00 | 74.60 | 105.50 | 2.00 | -23.94 | 0.00 | 2.19 | N.A. | + 20 | 152.19 | 74.08 | 105.44 | 0.39 | -21.74 | -18.28 | 0.42 | N.A. | + 21 | 153.38 | 73.65 | 105.05 | 1.98 | -19.61 | -18.28 | 2.10 | N.A. | + 22 | 155.36 | 73.01 | 104.39 | 1.98 | -16.08 | -18.28 | 2.06 | N.A. | + 23 | 157.11 | 72.55 | 103.81 | 1.52 | -13.02 | -18.28 | 1.56 | N.A. | + 24 | 158.63 | 72.23 | 103.31 | 1.52 | -10.40 | -18.28 | 1.54 | N.A. | + 25 | 160.14 | 71.99 | 102.81 | 1.52 | -7.80 | -18.28 | 1.53 | N.A. | + 26 | 161.86 | 71.80 | 102.24 | 1.92 | -4.88 | -18.28 | 1.93 | N.A. | + 27 | 163.78 | 71.69 | 101.61 | 1.92 | -1.62 | -18.28 | 1.92 | N.A. | + 28 | 165.70 | 71.69 | 100.98 | 1.92 | 1.62 | -18.28 | 1.92 | N.A. | + 29 | 167.62 | 71.80 | 100.34 | 1.92 | 4.87 | -18.28 | 1.92 | N.A. | + 30 | 169.54 | 72.02 | 99.71 | 1.92 | 8.14 | -18.28 | 1.94 | N.A. | + 31 | 171.45 | 72.35 | 99.08 | 1.92 | 11.43 | -18.28 | 1.96 | N.A. | + 32 | 173.11 | 72.72 | 98.53 | 1.39 | 14.29 | -18.28 | 1.43 | N.A. | + 33 | 174.21 | 73.02 | 98.30 | 0.81 | 16.22 | 0.00 | 0.85 | N.A. | + 34 | 174.63 | 73.14 | 98.30 | 0.03 | 16.97 | 0.00 | 0.03 | N.A. | + 35 | 175.87 | 73.57 | 98.30 | 2.45 | 19.19 | 0.00 | 2.60 | N.A. | + 36 | 177.70 | 74.25 | 98.30 | 1.20 | 22.49 | 0.00 | 1.30 | N.A. | + 37 | 179.00 | 74.82 | 97.95 | 1.40 | 24.89 | -26.57 | 1.54 | N.A. | + 38 | 179.71 | 75.15 | 97.60 | 0.02 | 26.22 | -26.57 | 0.02 | N.A. | + 39 | 181.01 | 75.86 | 96.95 | 2.58 | 28.72 | -26.57 | 2.94 | N.A. | + 40 | 183.30 | 77.23 | 96.30 | 2.00 | 33.23 | 0.00 | 2.39 | N.A. | + 41 | 185.59 | 78.89 | 96.94 | 2.58 | 38.03 | 26.57 | 3.28 | N.A. | + 42 | 186.89 | 79.91 | 97.59 | 0.02 | 40.82 | 26.57 | 0.03 | N.A. | + 43 | 187.60 | 80.56 | 97.95 | 1.40 | 42.45 | 26.57 | 1.90 | N.A. | + 44 | 189.14 | 82.07 | 98.30 | 1.67 | 46.09 | 0.00 | 2.41 | N.A. | + 45 | 190.81 | 83.94 | 98.30 | 1.67 | 50.34 | 0.00 | 2.62 | N.A. | + 46 | 192.48 | 86.15 | 98.30 | 1.67 | 55.03 | 0.00 | 2.92 | N.A. | + 47 | 194.33 | 89.17 | 98.30 | 2.02 | 61.03 | 0.00 | 4.18 | N.A. | + 48 | 195.34 | 91.01 | 98.30 | 0.01 | 64.58 | 0.00 | 0.02 | 0.00 | + 49 | 196.51 | 94.30 | 98.30 | 2.33 | 70.51 | 0.00 | 6.97 | 0.00 | + 50 | 197.68 | 97.59 | 98.30 | 0.00 | 76.42 | 0.00 | 0.01 | 0.00 | + 51 | 197.76 | 97.95 | 98.30 | 0.16 | 77.04 | 0.00 | 0.72 | 0.00 | + + Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. | + | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 25.00 | 25.00 | 0.00 | 0.00 | -0.00 | 0.30 | 7.09 | 7.09 | + 2 | 25.00 | 25.00 | 0.00 | 0.00 | -0.00 | 0.27 | 16.56 | 15.41 | + 3 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 48.55 | 69.02 | 42.99 | + 4 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 22.78 | 127.27 | 73.73 | + 5 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 298.51 | 188.34 | 107.19 | + 6 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 442.00 | 278.86 | 157.60 | + 7 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 4.18 | 349.75 | 212.07 | + 8 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 692.84 | 381.72 | 228.24 | + 9 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 705.57 | 436.18 | 255.82 | + 10 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 778.84 | 478.05 | 277.00 | + 11 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 31.50 | 347.95 | 136.90 | + 12 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 127.28 | 351.21 | 165.90 | + 13 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 96.81 | 355.70 | 195.21 | + 14 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 202.17 | 504.64 | 340.75 | + 15 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1006.46 | 519.72 | 337.04 | + 16 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1048.13 | 539.87 | 327.91 | + 17 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1082.18 | 556.34 | 320.96 | + 18 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1109.69 | 569.64 | 315.37 | + 19 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1093.58 | 546.79 | 277.46 | + 20 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 212.30 | 550.62 | 273.62 | + 21 | N.A. | N.A. | 0.00 | -0.00 | -0.00 |1088.01 | 548.88 | 265.66 | + 22 | N.A. | N.A. | 0.00 | -0.00 | -0.00 |1080.16 | 544.92 | 252.68 | + 23 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 818.20 | 539.47 | 240.89 | + 24 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 808.58 | 533.13 | 230.30 | + 25 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 796.89 | 525.42 | 219.37 | + 26 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 993.26 | 517.10 | 208.63 | + 27 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 975.39 | 507.80 | 197.93 | + 28 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 951.80 | 496.42 | 186.55 | + 29 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 926.01 | 482.97 | 174.49 | + 30 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 896.20 | 467.42 | 161.73 | + 31 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 862.28 | 449.73 | 148.27 | + 32 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 601.22 | 432.84 | 136.11 | + 33 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 344.71 | 422.95 | 129.99 | + 34 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 13.03 | 420.47 | 129.08 | + 35 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1010.40 | 412.11 | 126.22 | + 36 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 480.89 | 400.00 | 122.71 | + 37 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 539.25 | 385.18 | 115.20 | + 38 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 7.48 | 374.04 | 108.26 | + 39 | N.A. | N.A. | 6.33 | -8.16 | -16.32 | 903.45 | 356.50 | 99.78 | + 40 | N.A. | N.A. | 12.65 | 0.00 | -25.31 | 632.76 | 329.04 | 89.64 | + 41 | N.A. | N.A. | 6.33 | 8.16 | -16.32 | 783.27 | 309.92 | 91.67 | + 42 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 6.02 | 300.85 | 95.52 | + 43 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 416.04 | 297.17 | 100.08 | + 44 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 468.52 | 280.21 | 102.27 | + 45 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 420.40 | 251.43 | 97.31 | + 46 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 363.95 | 217.67 | 91.50 | + 47 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 347.01 | 171.39 | 83.55 | + 48 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 1.18 | 143.23 | 78.66 | + 49 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 181.06 | 77.81 | 45.57 | + 50 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 0.03 | 12.48 | 12.48 | + 51 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 1.00 | 6.20 | 6.20 | + + Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| + -----|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | 0.00 | 0.00 | 0.00 | 0.37 | N.A. | N.A. | 0.00 | 0.80 | + 2 | 1.15 | 0.00 | 1.15 | 1.00 | N.A. | N.A. | 0.00 | 2.15 | + 3 | 26.03 | 0.00 | 26.03 | 5.02 | N.A. | N.A. | 0.00 | 11.65 | + 4 | 53.54 | 0.00 | 53.54 | 11.84 | N.A. | N.A. | 0.00 | 27.48 | + 5 | 81.15 | 0.00 | 81.15 | 21.00 | N.A. | N.A. | 0.00 | 48.76 | + 6 | 121.26 | 0.00 | 121.26 | 37.31 | N.A. | N.A. | 0.00 | 86.62 | + 7 | 137.67 | 0.00 | 137.67 | 53.23 | N.A. | N.A. | 33.00 | 123.60 | + 8 | 153.48 | 0.00 | 153.48 | 60.33 | N.A. | N.A. | 33.00 | 140.09 | + 9 | 180.36 | 0.00 | 180.36 | 72.96 | N.A. | N.A. | 33.00 | 169.41 | + 10 | 201.05 | 0.00 | 201.05 | 83.27 | N.A. | N.A. | 33.00 | 193.36 | + 11 | 211.05 | 0.00 | 211.05 | 50.00 | N.A. | N.A. | 33.00 | 90.61 | + 12 | 185.31 | 0.00 | 185.31 | 50.00 | N.A. | N.A. | 33.00 | 120.57 | + 13 | 160.49 | 0.00 | 160.49 | 50.00 | N.A. | N.A. | 33.00 | 151.17 | + 14 | 163.90 | 0.00 | 163.90 | 107.26 | N.A. | N.A. | 33.00 | 249.05 | + 15 | 174.53 | 8.15 | 182.68 | 27.76 | 27.76 | N.A. | 33.00 | 315.53 | + 16 | 190.57 | 21.40 | 211.96 | 27.76 | 27.76 | N.A. | 33.00 | 309.58 | + 17 | 204.23 | 31.15 | 235.38 | 27.76 | 27.76 | N.A. | 33.00 | 305.33 | + 18 | 215.86 | 38.42 | 254.28 | 27.76 | 27.76 | N.A. | 33.00 | 302.10 | + 19 | 225.55 | 43.78 | 269.33 | 27.76 | 27.76 | N.A. | 0.00 | 266.27 | + 20 | 230.66 | 46.34 | 277.00 | 27.76 | 27.76 | N.A. | 0.00 | 263.57 | + 21 | 234.88 | 48.35 | 283.23 | 30.10 | 30.10 | N.A. | 0.00 | 255.92 | + 22 | 241.15 | 51.10 | 292.25 | 30.63 | 30.63 | N.A. | 0.00 | 244.66 | + 23 | 245.67 | 52.91 | 298.59 | 31.02 | 31.02 | N.A. | 0.00 | 234.37 | + 24 | 248.76 | 54.07 | 302.83 | 31.28 | 31.28 | N.A. | 0.00 | 225.09 | + 25 | 251.14 | 54.91 | 306.05 | 31.49 | 31.49 | N.A. | 0.00 | 215.45 | + 26 | 252.97 | 55.50 | 308.47 | 31.65 | 31.65 | N.A. | 0.00 | 206.18 | + 27 | 254.04 | 55.83 | 309.87 | 31.74 | 31.74 | N.A. | 0.00 | 197.11 | + 28 | 254.04 | 55.83 | 309.87 | 31.74 | 31.74 | N.A. | 0.00 | 187.36 | + 29 | 252.97 | 55.51 | 308.48 | 31.65 | 31.65 | N.A. | 0.00 | 176.94 | + 30 | 250.83 | 54.86 | 305.69 | 31.46 | 31.46 | N.A. | 0.00 | 165.82 | + 31 | 247.58 | 53.88 | 301.46 | 31.18 | 31.18 | N.A. | 0.00 | 153.99 | + 32 | 243.95 | 52.79 | 296.73 | 30.87 | 30.87 | N.A. | 0.00 | 143.26 | + 33 | 241.05 | 51.92 | 292.96 | 30.62 | 30.62 | N.A. | 0.00 | 138.08 | + 34 | 239.84 | 51.55 | 291.39 | 30.52 | 30.52 | N.A. | 0.00 | 137.53 | + 35 | 235.60 | 50.29 | 285.89 | 30.16 | 30.16 | N.A. | 0.00 | 135.75 | + 36 | 228.98 | 48.31 | 277.28 | 27.76 | 27.76 | N.A. | 0.00 | 133.15 | + 37 | 223.35 | 46.63 | 269.98 | 27.76 | 27.76 | N.A. | 0.00 | 126.89 | + 38 | 220.11 | 45.67 | 265.78 | 27.76 | 27.76 | N.A. | 0.00 | 120.67 | + 39 | 213.13 | 43.59 | 256.72 | 27.76 | 27.76 | N.A. | 0.00 | 113.59 | + 40 | 199.77 | 39.63 | 239.40 | 27.76 | 27.76 | N.A. | 0.00 | 106.15 | + 41 | 183.44 | 34.81 | 218.25 | 27.76 | 27.76 | N.A. | 0.00 | 111.38 | + 42 | 173.46 | 31.87 | 205.33 | 27.76 | 27.76 | N.A. | 0.00 | 117.29 | + 43 | 167.10 | 29.99 | 197.09 | 27.76 | 27.76 | N.A. | 0.00 | 123.13 | + 44 | 152.30 | 25.64 | 177.94 | 27.76 | 27.76 | N.A. | 0.00 | 127.48 | + 45 | 133.88 | 20.24 | 154.12 | 27.76 | 27.76 | N.A. | 0.00 | 122.51 | + 46 | 112.26 | 13.91 | 126.18 | 27.76 | 27.76 | N.A. | 0.00 | 116.70 | + 47 | 82.60 | 5.24 | 87.84 | 27.76 | 27.76 | N.A. | 0.00 | 108.75 | + 48 | 64.57 | 0.00 | 64.57 | 46.21 | N.A. | N.A. | 0.00 | 107.30 | + 49 | 32.24 | 0.00 | 32.24 | 26.77 | N.A. | N.A. | 0.00 | 62.16 | + 50 | 0.00 | 0.00 | 0.00 | 7.33 | N.A. | N.A. | 0.00 | 17.02 | + 51 | 0.00 | 0.00 | 0.00 | 3.64 | N.A. | N.A. | 0.00 | 8.45 | + + + Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM| + | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] | + -----|--------|--------|--------|--------|--------|--------|--------|--------|--------| + 1 | N.A. | 7.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 2 | N.A. | 15.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 3 | N.A. | 42.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 4 | N.A. | 73.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | + 5 | N.A. | 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+============================================================================== +COMPANY : Stichting Deltares + +DATE : 9/12/2018 +TIME : 8:06:35 AM +FILENAME : D:\DamLive_11sep\workdir\csv files\Geometries\Section1_SingaporeCrossSection.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] + 8 = number of items +[SOIL] +Sand +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=23.07 +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 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+SoilCuTop=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 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+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=15.00 +SoilCuBottom=15.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 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+SoilDistCuGradient=3 +[END OF SOIL] +[SOIL] +CB +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 +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=18.63 +SoilCuTop=24.70 +SoilCuBottom=24.70 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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 83.3 +SoilColor=11316396 +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=18.63 +SoilCuTop=27.30 +SoilCuBottom=27.30 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=4 +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] + 49 - Number of geometry points - + 1 100.000 98.290 0.000 + 2 72.330 98.290 0.000 + 3 68.330 96.290 0.000 + 4 66.330 96.290 0.000 + 5 62.330 98.290 0.000 + 6 55.330 98.290 0.000 + 7 53.800 98.700 0.000 + 8 52.330 98.700 0.000 + 9 40.000 102.500 0.000 + 10 38.000 102.500 0.000 + 11 34.000 102.500 0.000 + 12 32.000 102.500 0.000 + 13 19.730 98.700 0.000 + 14 13.750 98.700 0.000 + 15 2.300 102.500 0.000 + 16 1.100 102.500 0.000 + 17 -4.800 102.500 0.000 + 18 -20.000 109.000 0.000 + 19 52.330 98.290 0.000 + 20 40.000 102.100 0.000 + 21 38.000 102.100 0.000 + 22 100.000 95.800 0.000 + 23 52.330 95.800 0.000 + 24 100.000 94.300 0.000 + 25 52.330 94.300 0.000 + 26 34.000 102.100 0.000 + 27 32.000 102.100 0.000 + 28 19.700 98.290 0.000 + 29 13.700 98.300 0.000 + 30 36.400 95.800 0.000 + 31 36.400 102.000 0.000 + 32 35.600 102.000 0.000 + 33 35.600 95.800 0.000 + 34 -3.365 95.800 0.000 + 35 36.400 94.300 0.000 + 36 35.600 94.300 0.000 + 37 36.400 93.300 0.000 + 38 35.600 93.300 0.000 + 39 -20.000 95.800 0.000 + 40 -20.000 94.300 0.000 + 41 100.000 83.800 0.000 + 42 -20.000 83.800 0.000 + 43 100.000 60.000 0.000 + 44 -20.000 60.000 0.000 + 45 -20.000 101.700 0.000 + 46 32.500 101.700 0.000 + 47 52.304 98.312 0.000 + 48 63.658 97.600 0.000 + 49 100.000 97.600 0.000 +[END OF POINTS] + +[CURVES] + 52 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 1 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 2 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 3 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 4 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 5 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 6 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 7 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 8 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 9 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 10 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 11 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 12 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 13 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 15 14 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 15 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 16 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 17 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 6 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 20 19 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 20 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 21 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 22 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 19 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 24 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 23 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 11 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 26 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 27 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 29 28 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 29 + 31 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 23 + 32 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 30 + 33 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 31 + 34 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 32 + 35 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 34 33 + 36 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 34 + 37 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 25 + 38 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 35 30 + 39 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 33 30 + 40 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 35 + 41 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 33 + 42 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 37 35 + 43 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 38 37 + 44 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 36 38 + 45 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 39 34 + 46 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 40 36 + 47 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 42 41 + 48 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 44 43 + 49 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 45 46 + 50 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 46 47 + 51 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 47 48 + 52 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 48 49 +[END OF CURVES] + +[BOUNDARIES] + 14 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 48 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 47 + 2 - Boundary number + 6 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 37 24 + 3 - Boundary number + 7 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 37 25 22 + 4 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 37 25 23 18 5 4 + 3 2 1 + 5 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 46 44 43 42 38 31 23 18 5 4 + 3 2 1 + 6 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 46 40 38 31 23 18 5 4 3 2 + 1 + 7 - Boundary number + 11 - number of curves on boundary, next line(s) are curvenumbers + 46 41 39 31 23 18 5 4 3 2 + 1 + 8 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 46 41 34 33 32 31 23 18 5 4 + 3 2 1 + 9 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 45 35 34 33 32 31 23 18 5 4 + 3 2 1 + 10 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 17 36 35 34 33 32 31 23 18 5 + 4 3 2 1 + 11 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 30 29 28 27 26 10 21 20 + 19 18 5 4 3 2 1 + 12 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 30 29 28 27 26 10 9 8 + 7 6 5 4 3 2 1 + 13 - Boundary number + 17 - number of curves on boundary, next line(s) are curvenumbers + 17 16 15 14 13 12 11 10 9 8 + 7 6 5 4 3 2 1 +[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] + 1 - Number of piezometric level lines - + 1 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 49 50 51 52 +[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) (1) + 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 83.3 + 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 + 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 + Sand + 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 + RS(L) above 90.3 + 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 + 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 + 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 + 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 + 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 (1) + 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 (1) + 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 + 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 + 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] + 39.642 57.517 15 X-direction + 102.124 116.138 15 Y-direction + 98.287 86.287 15 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] + 1 = number of items +Uniform Load (2) + 33.00 = magnitude + 33.00 39.00 = xstart and xend + 0.00 = distribution angle + 1 = permanent load +[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 + 18 number of points + -20.000 109.000 x y + -4.800 102.500 x y + 1.100 102.500 x y + 2.300 102.500 x y + 13.750 98.700 x y + 19.730 98.700 x y + 32.000 102.500 x y + 34.000 102.500 x y + 38.000 102.500 x y + 40.000 102.500 x y + 52.330 98.700 x y + 53.800 98.700 x y + 55.330 98.290 x y + 62.330 98.290 x y + 66.330 96.290 x y + 68.330 96.290 x y + 72.330 98.290 x y + 100.000 98.290 x y +[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 + 13 - Number of layers + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 1 1 = Pl-top and pl-bottom + 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] + 3.00 = Width top rest profile [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 +[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]