Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 1/31/2011 TIME : 1:29:53 PM FILENAME : D:\MSTAB\D-Geo Stability 10.1\Verification\Benchmarks\bm4-3a.sti CREATED BY : D-Geo Stability version 10.1.1.2 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 6 = number of items [SOIL] Sand SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=4.50 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.70 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=1000.00 SoilVertFluctScaleCoh=100.00 SoilNumberOfTestsCoh=10000 SoilVarianceRatioCoh=1.00 SoilHorFluctScalePhi=1000.00 SoilVertFluctScalePhi=100.00 SoilNumberOfTestsPhi=10000 SoilVarianceRatioPhi=1.00 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Holland peat ond SoilColor=9094655 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.50 SoilGamWet=11.50 SoilRestSlope=1 SoilCohesion=25.00 SoilPhi=28.00 SoilDilatancy=28.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - O - Hol. Veen SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=6.25 SoilStdPhi=4.20 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.70 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=1000.00 SoilVertFluctScaleCoh=100.00 SoilNumberOfTestsCoh=10000 SoilVarianceRatioCoh=1.00 SoilHorFluctScalePhi=1000.00 SoilVertFluctScalePhi=100.00 SoilNumberOfTestsPhi=10000 SoilVarianceRatioPhi=1.00 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Holland peat nst SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=1 SoilCohesion=4.00 SoilPhi=26.00 SoilDilatancy=26.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Hol. Veen SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=1.00 SoilStdPhi=3.90 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.70 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=1000.00 SoilVertFluctScaleCoh=100.00 SoilNumberOfTestsCoh=10000 SoilVarianceRatioCoh=1.00 SoilHorFluctScalePhi=1000.00 SoilVertFluctScalePhi=100.00 SoilNumberOfTestsPhi=10000 SoilVarianceRatioPhi=1.00 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] tiel nst SoilColor=12171263 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.00 SoilGamWet=15.00 SoilRestSlope=1 SoilCohesion=2.00 SoilPhi=25.00 SoilDilatancy=25.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - N - Tiel SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.50 SoilStdPhi=3.75 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.70 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=1000.00 SoilVertFluctScaleCoh=100.00 SoilNumberOfTestsCoh=10000 SoilVarianceRatioCoh=1.00 SoilHorFluctScalePhi=1000.00 SoilVertFluctScalePhi=100.00 SoilNumberOfTestsPhi=10000 SoilVarianceRatioPhi=1.00 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Clay SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=1 SoilCohesion=5.00 SoilPhi=25.00 SoilDilatancy=25.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Al - P - Dijksmat. SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=1.25 SoilStdPhi=3.75 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.70 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=1000.00 SoilVertFluctScaleCoh=100.00 SoilNumberOfTestsCoh=10000 SoilVarianceRatioCoh=1.00 SoilHorFluctScalePhi=1000.00 SoilVertFluctScalePhi=100.00 SoilNumberOfTestsPhi=10000 SoilVarianceRatioPhi=1.00 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Surchage SoilColor=11316396 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=65.00 SoilGamWet=65.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName=Alg - Zand (0-30) SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.00 SoilPc=0.00E+00 StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 xCoorSoilPc=-100.000 yCoorSoilPc=-100.000 IsPopCalculated=0 IsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.70 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=2 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=1000.00 SoilVertFluctScaleCoh=100.00 SoilNumberOfTestsCoh=10000 SoilVarianceRatioCoh=1.00 SoilHorFluctScalePhi=1000.00 SoilVertFluctScalePhi=100.00 SoilNumberOfTestsPhi=10000 SoilVarianceRatioPhi=1.00 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] 87 - Number of geometry points - 1 -50.000 -5.970 0.000 2 -38.430 -5.860 0.000 3 -35.900 -5.000 0.000 4 -31.900 -5.000 0.000 5 -13.300 1.200 0.000 6 -9.300 1.200 0.000 7 -2.800 4.450 0.000 8 2.800 6.050 0.000 9 7.300 6.180 0.000 10 11.800 6.050 0.000 11 26.350 1.200 0.000 12 43.350 1.200 0.000 13 49.350 -0.800 0.000 14 100.000 -0.860 0.000 15 -50.000 -20.000 0.000 16 100.000 -20.000 0.000 17 7.450 4.450 0.000 18 13.150 0.830 0.000 19 14.970 0.150 0.000 20 18.750 -0.730 0.000 21 23.300 -0.840 0.000 22 24.930 -0.750 0.000 23 27.870 -0.830 0.000 24 30.950 -0.940 0.000 25 37.830 -0.910 0.000 26 38.640 -1.030 0.000 27 39.600 -1.330 0.000 28 40.750 -1.240 0.000 29 45.620 -0.600 0.000 30 5.000 5.500 0.000 31 10.150 5.500 0.000 32 26.350 0.200 0.000 33 4.000 4.450 0.000 34 43.370 0.200 0.000 35 46.230 -0.620 0.000 36 50.000 -0.860 0.000 37 13.150 -5.000 0.000 38 100.000 -1.770 0.000 39 21.750 -1.900 0.000 40 18.750 -3.550 0.000 41 -50.000 -10.200 0.000 42 100.000 -10.200 0.000 43 13.170 -10.200 0.000 44 -50.000 -9.200 0.000 45 100.000 -9.200 0.000 46 13.170 -9.200 0.000 47 -50.000 3.900 0.000 48 -3.900 3.900 0.000 49 -2.760 2.900 0.000 50 7.560 1.900 0.000 51 18.750 -0.740 0.000 52 100.000 -1.770 0.000 53 -50.000 0.200 0.000 54 100.000 -0.060 0.000 55 -50.000 2.410 0.000 56 -24.818 2.280 0.000 57 0.182 2.150 0.000 58 30.182 2.000 0.000 59 38.912 1.730 0.000 60 50.182 0.020 0.000 61 100.000 0.020 0.000 62 8.300 6.150 0.000 63 10.800 6.079 0.000 64 8.300 6.350 0.000 65 10.800 6.279 0.000 66 -50.000 2.900 0.000 67 -5.937 2.900 0.000 68 -4.797 1.900 0.000 69 7.523 1.100 0.000 70 18.713 -1.350 0.000 71 100.000 -1.800 0.000 72 49.945 -1.134 0.000 73 -50.000 1.410 0.000 74 -24.820 1.280 0.000 75 30.182 1.200 0.000 76 43.375 1.201 0.000 77 50.235 0.084 0.000 78 100.000 0.020 0.000 79 -50.000 1.000 0.000 80 -13.927 1.000 0.000 81 50.050 -1.643 0.000 82 100.000 -2.149 0.000 83 -12.737 0.300 0.000 84 7.569 -0.272 0.000 85 18.655 -2.099 0.000 86 -50.000 -0.500 0.000 87 100.000 -0.500 0.000 [END OF POINTS] [CURVES] 82 - 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 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 7 33 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 17 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 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 29 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 30 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 35 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 13 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 34 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 36 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 14 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 37 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 21 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 40 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 39 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 46 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 46 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 43 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 46 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 62 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 10 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 64 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 63 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 72 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 71 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 61 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 82 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 83 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 81 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 [END OF CURVES] [BOUNDARIES] 11 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 82 1 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 54 40 2 - Boundary number 3 - number of curves on boundary, next line(s) are curvenumbers 54 55 43 3 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 42 43 4 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 35 41 43 5 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 35 38 39 37 6 - Boundary number 19 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 35 38 39 36 18 19 20 21 22 23 24 25 29 30 33 34 7 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 12 13 14 15 16 17 18 19 20 21 22 23 24 25 29 30 33 34 8 - Boundary number 15 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 12 26 27 28 31 32 30 33 34 9 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 56 58 57 9 10 11 33 34 10 - Boundary number 18 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 56 59 60 61 57 9 10 11 33 34 [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] 7 - Number of piezometric level lines - 1 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 44 45 46 47 69 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 62 3 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 48 49 50 51 52 53 4 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 63 64 65 66 67 68 5 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 70 71 72 73 74 6 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 75 77 78 79 80 76 7 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 81 [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 Sand 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 Holland peat nst 2 - Piezometric level line at top of layer 3 - 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 Holland peat ond 2 - Piezometric level line at top of layer 3 - 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 Holland peat ond 99 - Piezometric level line at top of layer 2 - 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 Holland peat nst 99 - Piezometric level line at top of layer 2 - 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 tiel nst 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 Clay 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 Sand 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 Clay 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 Surchage 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] Benchmark D-Geo Stability: bm4-3a Comparison Reliability / MProStab MPROSTAB [MODEL] 6 : Bishop Prob. Random Field 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] 10 Number of layers 10 100 9 10 90 8 100 100 80 7 20 100 100 70 6 30 100 100 100 60 5 40 100 100 100 100 50 4 50 100 100 100 100 100 40 3 60 100 100 100 100 100 100 30 2 40 100 100 100 100 100 100 100 20 1 100 100 100 100 100 100 100 100 100 10 0 capillary water not included [degree Temporary loads] 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 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 20.000 50.000 3 X-direction 10.000 40.000 3 Y-direction -5.200 -15.200 3 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] 8 = number of items [STRESS CURVE] Alg - Verkeersbelasting 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - Zand (0-30) 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=115.47 SoilStressTableTauCharacteristic=115.47 SoilStressTableTauMean=115.47 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Alg - ophoogzand 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=129.88 SoilStressTableTauCharacteristic=129.88 SoilStressTableTauMean=129.88 [END OF POINT] SoilStressTableNumberOfTests=100 [END OF STRESS CURVE] [STRESS CURVE] Al - P - Dijksmat. 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.05 SoilStressTableTauCharacteristic=2.05 SoilStressTableTauMean=2.05 [END OF POINT] [POINT] SoilStressTableSigma=13.00 SoilStressTableTau=8.05 SoilStressTableTauCharacteristic=8.05 SoilStressTableTauMean=8.05 [END OF POINT] [POINT] SoilStressTableSigma=26.00 SoilStressTableTau=13.78 SoilStressTableTauCharacteristic=13.78 SoilStressTableTauMean=13.78 [END OF POINT] [POINT] SoilStressTableSigma=39.00 SoilStressTableTau=18.95 SoilStressTableTauCharacteristic=18.95 SoilStressTableTauMean=18.95 [END OF POINT] [POINT] SoilStressTableSigma=52.00 SoilStressTableTau=23.58 SoilStressTableTauCharacteristic=23.58 SoilStressTableTauMean=23.58 [END OF POINT] [POINT] SoilStressTableSigma=65.00 SoilStressTableTau=28.10 SoilStressTableTauCharacteristic=28.10 SoilStressTableTauMean=28.10 [END OF POINT] [POINT] SoilStressTableSigma=78.00 SoilStressTableTau=33.16 SoilStressTableTauCharacteristic=33.16 SoilStressTableTauMean=33.16 [END OF POINT] [POINT] SoilStressTableSigma=91.00 SoilStressTableTau=37.29 SoilStressTableTauCharacteristic=37.29 SoilStressTableTauMean=37.29 [END OF POINT] [POINT] SoilStressTableSigma=104.00 SoilStressTableTau=41.03 SoilStressTableTauCharacteristic=41.03 SoilStressTableTauMean=41.03 [END OF POINT] [POINT] SoilStressTableSigma=110.50 SoilStressTableTau=44.60 SoilStressTableTauCharacteristic=44.60 SoilStressTableTauMean=44.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Tiel 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.67 SoilStressTableTauCharacteristic=0.67 SoilStressTableTauMean=0.67 [END OF POINT] [POINT] SoilStressTableSigma=11.00 SoilStressTableTau=6.07 SoilStressTableTauCharacteristic=6.07 SoilStressTableTauMean=6.07 [END OF POINT] [POINT] SoilStressTableSigma=22.00 SoilStressTableTau=10.25 SoilStressTableTauCharacteristic=10.25 SoilStressTableTauMean=10.25 [END OF POINT] [POINT] SoilStressTableSigma=33.00 SoilStressTableTau=14.28 SoilStressTableTauCharacteristic=14.28 SoilStressTableTauMean=14.28 [END OF POINT] [POINT] SoilStressTableSigma=44.00 SoilStressTableTau=18.45 SoilStressTableTauCharacteristic=18.45 SoilStressTableTauMean=18.45 [END OF POINT] [POINT] SoilStressTableSigma=55.00 SoilStressTableTau=21.80 SoilStressTableTauCharacteristic=21.80 SoilStressTableTauMean=21.80 [END OF POINT] [POINT] SoilStressTableSigma=66.00 SoilStressTableTau=25.64 SoilStressTableTauCharacteristic=25.64 SoilStressTableTauMean=25.64 [END OF POINT] [POINT] SoilStressTableSigma=77.00 SoilStressTableTau=29.69 SoilStressTableTauCharacteristic=29.69 SoilStressTableTauMean=29.69 [END OF POINT] [POINT] SoilStressTableSigma=88.00 SoilStressTableTau=34.01 SoilStressTableTauCharacteristic=34.01 SoilStressTableTauMean=34.01 [END OF POINT] [POINT] SoilStressTableSigma=99.00 SoilStressTableTau=38.60 SoilStressTableTauCharacteristic=38.60 SoilStressTableTauMean=38.60 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - N - Hol. Veen 10 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=7.00 SoilStressTableTau=4.44 SoilStressTableTauCharacteristic=4.44 SoilStressTableTauMean=4.44 [END OF POINT] [POINT] SoilStressTableSigma=14.00 SoilStressTableTau=8.15 SoilStressTableTauCharacteristic=8.15 SoilStressTableTauMean=8.15 [END OF POINT] [POINT] SoilStressTableSigma=21.00 SoilStressTableTau=11.25 SoilStressTableTauCharacteristic=11.25 SoilStressTableTauMean=11.25 [END OF POINT] [POINT] SoilStressTableSigma=28.00 SoilStressTableTau=13.99 SoilStressTableTauCharacteristic=13.99 SoilStressTableTauMean=13.99 [END OF POINT] [POINT] SoilStressTableSigma=35.00 SoilStressTableTau=16.44 SoilStressTableTauCharacteristic=16.44 SoilStressTableTauMean=16.44 [END OF POINT] [POINT] SoilStressTableSigma=42.00 SoilStressTableTau=18.46 SoilStressTableTauCharacteristic=18.46 SoilStressTableTauMean=18.46 [END OF POINT] [POINT] SoilStressTableSigma=49.00 SoilStressTableTau=21.48 SoilStressTableTauCharacteristic=21.48 SoilStressTableTauMean=21.48 [END OF POINT] [POINT] SoilStressTableSigma=56.00 SoilStressTableTau=22.96 SoilStressTableTauCharacteristic=22.96 SoilStressTableTauMean=22.96 [END OF POINT] [POINT] SoilStressTableSigma=59.50 SoilStressTableTau=24.59 SoilStressTableTauCharacteristic=24.59 SoilStressTableTauMean=24.59 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Al - P - O - Hol. Veen 9 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=0.00 SoilStressTableTauCharacteristic=0.00 SoilStressTableTauMean=0.00 [END OF POINT] [POINT] SoilStressTableSigma=12.00 SoilStressTableTau=16.22 SoilStressTableTauCharacteristic=16.22 SoilStressTableTauMean=16.22 [END OF POINT] [POINT] SoilStressTableSigma=24.00 SoilStressTableTau=24.96 SoilStressTableTauCharacteristic=24.96 SoilStressTableTauMean=24.96 [END OF POINT] [POINT] SoilStressTableSigma=36.00 SoilStressTableTau=32.12 SoilStressTableTauCharacteristic=32.12 SoilStressTableTauMean=32.12 [END OF POINT] [POINT] SoilStressTableSigma=48.00 SoilStressTableTau=37.20 SoilStressTableTauCharacteristic=37.20 SoilStressTableTauMean=37.20 [END OF POINT] [POINT] SoilStressTableSigma=60.00 SoilStressTableTau=42.17 SoilStressTableTauCharacteristic=42.17 SoilStressTableTauMean=42.17 [END OF POINT] [POINT] SoilStressTableSigma=72.00 SoilStressTableTau=45.14 SoilStressTableTauCharacteristic=45.14 SoilStressTableTauMean=45.14 [END OF POINT] [POINT] SoilStressTableSigma=84.00 SoilStressTableTau=51.32 SoilStressTableTauCharacteristic=51.32 SoilStressTableTauMean=51.32 [END OF POINT] [POINT] SoilStressTableSigma=90.00 SoilStressTableTau=52.78 SoilStressTableTauCharacteristic=52.78 SoilStressTableTauMean=52.78 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [STRESS CURVE] Alg - dijksmateriaal nieu 2 [POINT] SoilStressTableSigma=0.00 SoilStressTableTau=2.00 SoilStressTableTauCharacteristic=2.00 SoilStressTableTauMean=2.00 [END OF POINT] [POINT] SoilStressTableSigma=200.00 SoilStressTableTau=91.05 SoilStressTableTauCharacteristic=91.05 SoilStressTableTauMean=91.05 [END OF POINT] SoilStressTableNumberOfTests=0 [END OF STRESS CURVE] [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [Slip Circle Selection] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [End of Slip Circle Selection] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 10 [LIFT SLIP DATA] 15.000 35.000 3 X-direction Left 7.000 27.000 3 Y-direction Left 52.000 58.000 2 X-direction Right 0.000 6.000 2 Y-direction Right -10.200 -10.200 1 Y-direction tangent lines 0 Automatic grid calculation (1) [EXTERNAL WATER LEVELS] 0 = No water data used 3.90 = Design level 0.31 = Decimate height 3 norm = 1/2000 2 = number of items MHW-1 4 = Phreatic line 2.90 = Level Piezo lines 10 - Number of layers 5 5 = Pl-top and pl-bottom 2 5 = Pl-top and pl-bottom 2 5 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 2 = 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 4 4 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom GHW 6 = Phreatic line 1.00 = Level Piezo lines 10 - Number of layers 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 6 6 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 99 2 = Pl-top and pl-bottom 2 7 = Pl-top and pl-bottom 2 7 = Pl-top and pl-bottom 7 7 = Pl-top and pl-bottom [MODEL FACTOR] 0.90 = Limit value stability factor 0.05 = Standard deviation for limit value stability factor 0.50 = Reference standard deviation for degree of consolidation 0.00 = 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=0 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=0.50 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.70 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=2 LimitValueBishopMean=0.90 LimitValueBishopStdDev=0.05 LimitValueBishopDistribution=3 LimitValueVanMean=1.00 LimitValueVanStdDev=0.05 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] [MODEL SPECIAL] IsAlternativeStrength=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]