Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : WL | Delft Hydraulics LICENSE : L09795-070 DATE : 16-6-2010 TIME : 15:14:58 FILENAME : D:\src\delftgeosystems\trunk\sources\Bin\Debug\TestData\1D1.sti CREATED BY : MStab version 9.11.1.902 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1003 [END OF VERSION] [SOIL COLLECTION] 5 = number of items [SOIL] DKN5 SoilColor=7050602 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.80 SoilGamWet=15.80 SoilRestSlope=0 SoilCohesion=3.00 SoilPhi=21.20 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.75 SoilStdPhi=3.18 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] DKN4 SoilColor=32768 SoilSoilType=3 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.80 SoilGamWet=15.80 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=21.30 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=0.40 SoilStdPhi=3.20 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] OA SoilColor=120796 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.70 SoilGamWet=17.70 SoilRestSlope=1 SoilCohesion=4.00 SoilPhi=17.60 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=1.00 SoilStdPhi=2.64 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] DKN3 SoilColor=4227072 SoilSoilType=4 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.40 SoilGamWet=10.40 SoilRestSlope=1 SoilCohesion=4.50 SoilPhi=17.50 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=1.13 SoilStdPhi=2.63 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] LM SoilColor=9764853 SoilSoilType=1 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.00 SoilRestSlope=1 SoilCohesion=4.60 SoilPhi=21.90 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 SoilUseProbDefaults=1 SoilStdCohesion=1.15 SoilStdPhi=3.29 SoilStdRatioCuPc=0.06 SoilStdRatioCuPcPassive=0.06 SoilStdRatioCuPcActive=0.06 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.50 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.22 SoilRatioCuPcActive=0.22 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=1.00 SoilDistPOP=3 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] 68 - Number of geometry points - 1 0.000 0.680 0.000 2 21.110 1.120 0.000 3 31.600 1.300 0.000 4 31.730 1.610 0.000 5 32.210 1.670 0.000 6 35.580 1.580 0.000 7 40.480 1.940 0.000 8 47.860 3.790 0.000 9 50.110 4.460 0.000 10 51.750 4.662 0.000 11 52.630 4.770 0.000 12 54.250 4.690 0.000 13 55.170 4.460 0.000 14 58.850 2.980 0.000 15 60.290 2.460 0.000 16 63.310 1.360 0.000 17 67.900 1.070 0.000 18 69.410 0.600 0.000 19 69.800 0.480 0.000 20 70.530 0.000 0.000 21 70.820 -0.190 0.000 22 71.550 -0.600 0.000 23 72.370 -1.060 0.000 24 72.380 -1.170 0.000 25 72.550 -1.460 0.000 26 73.860 -1.390 0.000 27 73.990 -1.160 0.000 28 74.570 -0.840 0.000 29 74.970 -0.600 0.000 30 76.170 0.110 0.000 31 86.660 0.270 0.000 32 103.280 0.220 0.000 33 123.950 0.120 0.000 34 0.000 -10.000 0.000 35 123.950 -10.000 0.000 36 0.000 -0.600 0.000 37 123.950 -0.600 0.000 38 0.000 -1.800 0.000 39 123.950 -1.800 0.000 40 0.000 -2.800 0.000 41 123.950 -2.800 0.000 42 0.000 -4.000 0.000 43 123.950 -4.000 0.000 44 0.000 -5.000 0.000 45 123.950 -5.000 0.000 46 0.000 3.500 0.000 47 46.703 3.500 0.000 48 50.110 3.000 0.000 49 55.170 2.000 0.000 50 63.310 1.260 0.000 51 67.900 -1.200 0.000 52 76.170 -1.200 0.000 53 123.950 -1.200 0.000 54 0.000 4.000 0.000 55 123.950 4.000 0.000 56 0.000 3.500 0.000 57 31.600 3.500 0.000 58 72.550 1.144 0.000 59 74.570 1.144 0.000 60 123.950 -0.339 0.000 61 0.000 3.500 0.000 62 31.600 3.500 0.000 63 72.550 0.208 0.000 64 74.970 0.208 0.000 65 110.875 -1.200 0.000 66 123.950 -1.200 0.000 67 37.109 -1.456 0.000 68 43.947 -6.785 0.000 [END OF POINTS] [CURVES] 58 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 22 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 37 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 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 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 46 47 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 67 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 39 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 68 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 45 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 [END OF CURVES] [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 58 1 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 56 57 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 3 4 - Boundary number 2 - number of curves on boundary, next line(s) are curvenumbers 54 55 5 - Boundary number 9 - number of curves on boundary, next line(s) are curvenumbers 1 26 27 28 29 30 31 32 2 6 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 1 26 27 28 29 30 31 32 33 34 35 36 7 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 8 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 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 37 38 39 40 41 42 43 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 44 3 - PlLine number 4 - number of curves on PlLine, next line(s) are curvenumbers 45 46 47 48 4 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 49 50 51 52 53 [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] 7 - 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 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 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 1 - 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 1 - 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 1 - 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 [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi 1 : Probabilistic on 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] 7 Number of layers 7 100 6 100 100 5 100 100 100 4 100 100 100 100 3 100 100 100 100 100 2 100 100 100 100 100 100 1 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 100 100 100 100 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 [CIRCLES] 54.250 59.250 6 X-direction 5.270 17.730 13 Y-direction -1.460 -7.690 13 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 ] 1 = number of items Verkeersbelasting 13.00 = magnitude 51.75 54.25 = xstart and xend 0.00 = distribution angle 1 = permanent load [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] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 7 [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 7 - Number of layers 3 3 = Pl-top and pl-bottom 2 3 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 4 4 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom 1 99 = 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 [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] 117.93 = Boundary of M.H.W influence at X [m] 4.76 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = Required safety in zone 1b 1.05 = Required safety in zone 2a 1.03 = 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=30 GenerationCount=30 EliteCount=2 MutationRate=0.20 CrossOverScatterFraction=1.00 CrossOverSinglePointFraction=0.00 CrossOverDoublePointFraction=0.00 MutationJumpFraction=1.00 MutationCreepFraction=0.00 MutationInverseFraction=0.00 MutationCreepReduction=0.05 [END OF GENETIC ALGORITHM OPTIONS BISHOP] [GENETIC ALGORITHM OPTIONS LIFTVAN] PopulationCount=30 GenerationCount=60 EliteCount=2 MutationRate=0.20 CrossOverScatterFraction=1.00 CrossOverSinglePointFraction=0.00 CrossOverDoublePointFraction=0.00 MutationJumpFraction=1.00 MutationCreepFraction=0.00 MutationInverseFraction=0.00 MutationCreepReduction=0.05 [END OF GENETIC ALGORITHM OPTIONS LIFTVAN] [GENETIC ALGORITHM OPTIONS SPENCER] PopulationCount=50 GenerationCount=50 EliteCount=2 MutationRate=0.30 CrossOverScatterFraction=1.00 CrossOverSinglePointFraction=0.00 CrossOverDoublePointFraction=0.00 MutationJumpFraction=1.00 MutationCreepFraction=0.00 MutationInverseFraction=0.00 MutationCreepReduction=0.05 [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]