Input file for DGSMstabDAM : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 11-09-2017 TIME : 17:05:18 FILENAME : D:\src\dam\dam classic\trunk\src\bin\Debug\DamCalculation\Stability\Loc(LocationName)_Sce(ScenarioID)_Pro(1D1_sti)_Ite(0).sti CREATED BY : DGeoStability version 15.1.2.4 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1004 [END OF VERSION] [SOIL COLLECTION] 6 = number of items [SOIL] LM SoilColor=536870911 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=1 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=0.00 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=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DKN3 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.24 SoilGamWet=16.24 SoilRestSlope=0 SoilCohesion=1.30 SoilPhi=32.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] OA SoilColor=536870911 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=32.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=1 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=0.00 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=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DKN4 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.16 SoilGamWet=17.16 SoilRestSlope=0 SoilCohesion=1.30 SoilPhi=32.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] DKN5 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.50 SoilGamWet=17.50 SoilRestSlope=0 SoilCohesion=1.30 SoilPhi=32.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] OB1 SoilColor=536870911 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.80 SoilGamWet=15.80 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=24.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.00 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=0.00 SoilVertFluctScaleCoh=0.00 SoilNumberOfTestsCoh=0 SoilVarianceRatioCoh=0.00 SoilHorFluctScalePhi=0.00 SoilVertFluctScalePhi=0.00 SoilNumberOfTestsPhi=0 SoilVarianceRatioPhi=0.00 SoilRRatio=0.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 61 - Number of geometry points - 1 0.000 0.000 0.000 2 10.000 0.000 0.000 3 34.500 5.000 0.000 4 40.500 5.000 0.000 5 50.500 0.000 0.000 6 58.500 0.000 0.000 7 59.500 -2.000 0.000 8 61.500 -2.000 0.000 9 61.500 0.000 0.000 10 75.000 0.000 0.000 11 0.000 -10.000 0.000 12 75.000 -10.000 0.000 13 0.000 -5.000 0.000 14 43.947 -6.785 0.000 15 75.000 -6.092 0.000 16 0.000 -4.000 0.000 17 75.000 -4.000 0.000 18 0.000 -2.800 0.000 19 75.000 -2.800 0.000 20 0.000 -1.800 0.000 21 37.109 -1.456 0.000 22 75.000 -1.606 0.000 23 0.000 -0.600 0.000 24 71.550 -0.600 0.000 25 72.370 -1.060 0.000 26 72.380 -1.170 0.000 27 72.550 -1.460 0.000 28 73.860 -1.390 0.000 29 73.990 -1.160 0.000 30 74.570 -0.840 0.000 31 74.970 -0.600 0.000 32 75.000 -0.600 0.000 33 75.000 -0.582 0.000 34 21.110 1.120 0.000 35 31.600 1.300 0.000 36 31.730 1.610 0.000 37 32.210 1.670 0.000 38 35.580 1.580 0.000 39 40.480 1.940 0.000 40 70.530 0.000 0.000 41 70.820 -0.190 0.000 42 14.849 0.989 0.000 43 44.570 2.965 0.000 44 59.272 -1.544 0.000 45 58.800 -0.600 0.000 46 61.500 -1.553 0.000 47 61.500 -0.600 0.000 48 34.500 0.000 0.000 49 40.500 0.000 0.000 50 0.000 0.000 0.000 51 10.000 0.000 0.000 52 50.500 0.000 0.000 53 58.500 0.000 0.000 54 61.500 0.000 0.000 55 75.000 0.000 0.000 56 0.000 -10.000 0.000 57 75.000 -10.000 0.000 58 0.000 0.000 0.000 59 75.000 0.000 0.000 60 0.000 0.000 0.000 61 75.000 0.000 0.000 [END OF POINTS] [CURVES] 54 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 44 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 22 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 45 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 24 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 33 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 34 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 43 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 24 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 42 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 3 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 43 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 5 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 45 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 44 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 7 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 46 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 9 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 40 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 10 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 48 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 52 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 [END OF CURVES] [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 2 3 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 4 3 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 5 4 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 6 7 38 39 40 8 5 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 6 7 38 39 40 41 10 11 12 13 14 15 16 17 18 6 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 6 7 38 39 40 41 10 11 12 13 14 15 16 17 19 7 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 6 7 38 39 40 41 42 43 27 28 11 12 13 14 15 16 17 19 8 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 6 7 38 39 40 41 42 43 44 9 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 9 37 38 39 40 41 42 43 44 10 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 29 30 20 21 22 23 24 25 26 34 35 36 37 38 39 40 41 42 43 44 11 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 12 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 12 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 12 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 4 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 50 45 46 47 51 48 49 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 52 3 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 53 4 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 54 [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] 11 - Number of layers - 1 - Layer number, next line is material of layer LM 3 - Piezometric level line at top of layer 3 - 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 DKN3 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 DKN3 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 OA 4 - Piezometric level line at top of layer 4 - 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 DKN4 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 DKN5 99 - Piezometric level line at top of layer 99 - 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 DKN5 99 - Piezometric level line at top of layer 99 - 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 OB1 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 DKN4 99 - Piezometric level line at top of layer 99 - 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 DKN5 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 OB1 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - 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 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] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 11 Number of layers 11 100 10 100 100 9 100 100 100 8 100 100 100 100 7 100 100 100 100 100 6 100 100 100 100 100 100 5 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 40.500 60.500 10 X-direction 1.000 31.000 10 Y-direction 0.900 -6.000 2 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] 1.00 [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] -1 [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 11 - Number of layers 3 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 99 = 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 [WATER PRESSURE ON HORIZONTAL BAR] 0 Use water pressure on horizontal bar [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=1 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 74.99 = Boundary of M.H.W influence at X [m] 4.99 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = Required safety in zone 1b 0.00 = Required safety in zone 2a 0.00 = Required safety in zone 2b 0.01 = Left side minimum road [m] 0.01 = 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=50 GenerationCount=50 EliteCount=2 MutationRate=0.200 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.250 CrossOverScatterFraction=1.000 CrossOverSinglePointFraction=0.000 CrossOverDoublePointFraction=0.000 MutationJumpFraction=1.000 MutationCreepFraction=0.000 MutationInverseFraction=0.000 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.300 CrossOverScatterFraction=0.000 CrossOverSinglePointFraction=0.700 CrossOverDoublePointFraction=0.300 MutationJumpFraction=0.000 MutationCreepFraction=0.900 MutationInverseFraction=0.100 MutationCreepReduction=0.050 [END OF GENETIC ALGORITHM OPTIONS SPENCER] [NAIL TYPE DEFAULTS] NailTypeLengthNail=0.00 NailTypeDiameterNail=0.00 NailTypeDiameterGrout=0.00 NailTypeYieldForceNail=0.00 NailTypePlasticMomentNail=0.00 NailTypeBendingStiffnessNail=0.00E+00 NailTypeUseFacingOrBearingPlate=0 [END OF NAIL TYPE DEFAULTS] [END OF INPUT FILE]