Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 29-9-2010 TIME : 13:03:23 FILENAME : P:\230277\03-Projecten\054 - OR-4.12 Zuid- en Noordeinderpolder\03 - Werkmap\06 Eenvoudige toets\Mstab\STBI 4.12\Hoogwater\4.12-017 STBI hw v.sti CREATED BY : MStab version 9.10.7.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1000 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 MStab=1002 [END OF VERSION] [SOIL COLLECTION] 5 = number of items [SOIL] Veen kleiig < 300 SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=11.20 SoilGamWet=11.20 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=13.80 SoilDilatancy=12.60 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=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei siltig SoilColor=6923673 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=15.50 SoilGamWet=15.50 SoilRestSlope=0 SoilCohesion=2.30 SoilPhi=19.20 SoilDilatancy=12.60 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=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Klei zandig SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.60 SoilGamWet=17.60 SoilRestSlope=0 SoilCohesion=1.60 SoilPhi=26.20 SoilDilatancy=23.50 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=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Basisveen SoilColor=3035241 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=12.00 SoilGamWet=12.00 SoilRestSlope=0 SoilCohesion=1.90 SoilPhi=12.10 SoilDilatancy=19.00 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=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [SOIL] Pleistoceen SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=25.70 SoilDilatancy=19.00 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=0.00 SoilStdPhi=0.00 SoilStdRatioCuPc=0.00 SoilStdRatioCuPcPassive=0.00 SoilStdRatioCuPcActive=0.00 SoilStdCu=0.00 SoilStdCuTop=0.00 SoilStdCuGradient=0.00 SoilStdPn=0.20 SoilDistCohesion=3 SoilDistPhi=3 SoilDistStressTable=3 SoilDistRatioCuPc=3 SoilDistRatioCuPcPassive=3 SoilDistRatioCuPcActive=3 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 SoilDistPn=3 SoilCorrelationCPhi=0.00 SoilRatioCuPcPassive=0.00 SoilRatioCuPcActive=0.00 SoilCuPassiveTop=0.00 SoilCuPassiveBottom=0.00 SoilCuActiveTop=0.00 SoilCuActiveBottom=0.00 SoilUniformRatioCuPc=1 SoilUniformCu=1 SoilDesignPartialCohesion=0.00 SoilDesignStdCohesion=0.00 SoilDesignPartialPhi=0.00 SoilDesignStdPhi=0.00 SoilDesignPartialStressTable=0.00 SoilDesignStdStressTable=0.00 SoilDesignPartialRatioCuPc=0.00 SoilDesignStdRatioCuPc=0.00 SoilDesignPartialCu=0.00 SoilDesignStdCu=0.00 SoilDesignPartialPOP=1.10 SoilDesignStdPOP=-1.65 SoilDesignPartialRRatio=1.00 SoilDesignStdRRatio=0.00 SoilSoilGroup=0 SoilStdPOP=0.00 SoilDistPOP=2 SoilHorFluctScaleCoh=50.00 SoilVertFluctScaleCoh=0.25 SoilNumberOfTestsCoh=1 SoilVarianceRatioCoh=0.75 SoilHorFluctScalePhi=50.00 SoilVertFluctScalePhi=0.25 SoilNumberOfTestsPhi=1 SoilVarianceRatioPhi=0.75 SoilRRatio=1.0000000 SoilDistCu=3 SoilDistCuTop=3 SoilDistCuGradient=3 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [POINTS] 90 - Number of geometry points - 1 0.000 -4.000 0.000 2 2.000 -4.000 0.000 3 3.630 -2.370 0.000 4 4.930 -1.070 0.000 5 5.500 -0.500 0.000 6 6.000 -0.470 0.000 7 6.500 -0.470 0.000 8 7.000 -0.460 0.000 9 7.500 -0.450 0.000 10 8.000 -0.430 0.000 11 8.500 -0.430 0.000 12 9.000 -0.330 0.000 13 9.500 -0.130 0.000 14 9.894 0.130 0.000 15 10.000 0.200 0.000 16 10.500 0.260 0.000 17 11.000 0.260 0.000 18 11.500 0.270 0.000 19 12.000 0.220 0.000 20 12.500 0.210 0.000 21 13.000 0.210 0.000 22 13.500 0.180 0.000 23 14.000 0.130 0.000 24 14.500 0.110 0.000 25 14.772 0.126 0.000 26 15.000 0.140 0.000 27 15.075 0.122 0.000 28 15.500 0.020 0.000 29 16.000 -0.180 0.000 30 16.500 -0.350 0.000 31 16.990 -0.497 0.000 32 17.000 -0.500 0.000 33 17.500 -0.670 0.000 34 18.000 -0.850 0.000 35 18.141 -0.929 0.000 36 18.457 -1.106 0.000 37 18.500 -1.130 0.000 38 19.000 -1.270 0.000 39 19.500 -1.430 0.000 40 20.000 -1.470 0.000 41 20.500 -1.490 0.000 42 21.000 -1.530 0.000 43 21.500 -1.550 0.000 44 22.000 -1.610 0.000 45 22.500 -1.590 0.000 46 23.000 -1.710 0.000 47 23.500 -1.740 0.000 48 24.000 -1.790 0.000 49 24.500 -1.790 0.000 50 25.000 -1.780 0.000 51 25.500 -1.760 0.000 52 26.000 -1.820 0.000 53 26.500 -1.820 0.000 54 27.000 -1.820 0.000 55 27.500 -1.770 0.000 56 28.000 -1.740 0.000 57 28.500 -1.930 0.000 58 29.000 -1.780 0.000 59 29.500 -1.850 0.000 60 30.000 -1.970 0.000 61 30.500 -1.870 0.000 62 31.000 -1.970 0.000 63 31.500 -1.770 0.000 64 32.000 -1.850 0.000 65 32.500 -2.010 0.000 66 33.000 -2.180 0.000 67 33.500 -2.180 0.000 68 34.000 -2.240 0.000 69 34.500 -2.190 0.000 70 35.000 -2.130 0.000 71 45.000 -2.220 0.000 72 45.226 -2.370 0.000 73 46.550 -3.250 0.000 74 54.500 -3.250 0.000 75 14.500 -1.070 0.000 76 0.000 -10.000 0.000 77 54.500 -10.000 0.000 78 0.000 -11.000 0.000 79 54.500 -11.000 0.000 80 0.000 -15.500 0.000 81 54.500 -15.500 0.000 82 0.000 -0.270 0.000 83 9.150 -0.270 0.000 84 54.500 -2.200 0.000 85 0.000 -3.500 0.000 86 54.500 -3.500 0.000 87 20.750 -1.820 0.000 88 33.700 -2.200 0.000 89 15.000 -0.290 0.000 90 9.965 -0.290 0.000 [CURVES] 86 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 11 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 14 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 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 51 52 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 75 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 35 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 72 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 80 81 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 84 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 87 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 90 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 89 [BOUNDARIES] 6 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 79 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 78 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 77 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 1 2 76 72 73 4 - Boundary number 44 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 74 75 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 5 - Boundary number 73 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 6 - Number of boundaries - 1 1 1 1 1 1 [STDV BOUNDARIES] 6 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [DISTRIBUTION BOUNDARIES] 6 - Number of boundaries - 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 6 - number of curves on PlLine, next line(s) are curvenumbers 80 85 86 84 82 83 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 81 [PHREATIC LINE] 1 - Number of the piezometric level line acting as 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 - [LAYERS] 5 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen 2 - Piezometric level line at top of layer 2 - Piezometric level line at bottom of layer 1 - Boundarynumber at top of layer 0 - Boundarynumber at bottom of layer 2 - Layer number, next line is material of layer Basisveen 1 - Piezometric level line at top of layer 2 - 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 Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei siltig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 4 - Boundarynumber at top of layer 3 - Boundarynumber at bottom of layer 5 - Layer number, next line is material of layer Klei zandig 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Kadevak: OR-4.12-017 Situatie hoogwater, met verkeersbelasting STBI Zuid- en Noordeinderpolder (OR-4.12) [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 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] 5 Number of layers 5 100 4 100 100 3 100 100 100 2 100 100 100 100 1 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 20 20 20 20 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 [CIRCLES] 15.071 18.426 15 X-direction 1.410 4.496 15 Y-direction -1.121 -5.000 15 Tangent lines 0.000 0.000 0 no fixed point used [SPENCER SLIP DATA] 0 Number of points [SPENCER SLIP DATA 2] 0 Number of points [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [LINE LOADS] 0 = number of items [UNIFORM LOADS ] 1 = number of items Uniform Load (1) 13.00 = magnitude 12.50 15.00 = xstart and xend 45.00 = distribution angle 2 = temporary 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] 2.00 [m] [START VALUE SAFETY FACTOR] 1.000 [-] [REFERENCE LEVEL CU] 18 [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 5 - Number of layers 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [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 [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=0.20 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = X co-ordinate indicating start of zone [m] 0.00 = Boundary of M.H.W influence at X [m] 0.00 = Boundary of M.H.W influence at Y [m] 1.19 = Required safety in zone 1a 1.11 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 0.00 = Left side minimum road [m] 0.00 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [HORIZONTAL BALANCE] HorizontalBalanceXLeft=0.000 HorizontalBalanceXRight=0.000 HorizontalBalanceYTop=0.00 HorizontalBalanceYBottom=0.00 HorizontalBalanceNYInterval=1 [END OF HORIZONTAL BALANCE] [REQUESTED CIRCLE SLICES] 30 = number of slices [REQUESTED LIFT SLICES] 50 = number of slices [REQUESTED SPENCER SLICES] 50 = number of slices [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [END OF INPUT FILE]