Input file for MStab : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 5-10-2010 TIME : 15:09:49 FILENAME : P:\230277\03-Projecten\054 - OR-4.12 Zuid- en Noordeinderpolder\03 - Werkmap\06 Eenvoudige toets\Mstab\STBI 4.13\Hoogwater\4.13-003 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] Veen > 300 SoilColor=5866717 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=10.20 SoilGamWet=10.20 SoilRestSlope=0 SoilCohesion=2.10 SoilPhi=11.30 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] 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] 126 - Number of geometry points - 1 5.000 -2.110 0.000 2 5.500 -2.110 0.000 3 6.000 -2.120 0.000 4 6.500 -2.110 0.000 5 7.000 -2.110 0.000 6 7.500 -2.090 0.000 7 8.000 -2.070 0.000 8 8.500 -2.090 0.000 9 9.000 -2.090 0.000 10 9.500 -2.120 0.000 11 10.000 -2.200 0.000 12 10.500 -2.410 0.000 13 11.000 -2.440 0.000 14 11.500 -2.490 0.000 15 12.000 -2.560 0.000 16 12.400 -2.760 0.000 17 14.500 -2.760 0.000 18 15.000 -2.510 0.000 19 15.500 -2.420 0.000 20 16.000 -2.340 0.000 21 16.500 -2.210 0.000 22 17.000 -2.140 0.000 23 17.500 -2.030 0.000 24 18.000 -2.090 0.000 25 18.500 -2.080 0.000 26 19.000 -2.090 0.000 27 19.500 -2.070 0.000 28 20.000 -2.080 0.000 29 20.500 -2.070 0.000 30 21.000 -2.110 0.000 31 21.500 -2.130 0.000 32 22.000 -2.130 0.000 33 22.500 -2.150 0.000 34 23.000 -2.190 0.000 35 23.500 -2.370 0.000 36 24.000 -2.430 0.000 37 24.500 -2.490 0.000 38 25.000 -2.550 0.000 39 25.477 -2.760 0.000 40 25.500 -2.770 0.000 41 26.000 -2.890 0.000 42 26.500 -2.990 0.000 43 27.000 -3.110 0.000 44 27.500 -3.290 0.000 45 28.000 -3.480 0.000 46 28.500 -3.590 0.000 47 29.000 -3.700 0.000 48 29.500 -3.810 0.000 49 30.000 -3.900 0.000 50 30.500 -3.990 0.000 51 31.000 -4.150 0.000 52 31.500 -4.240 0.000 53 32.000 -4.330 0.000 54 32.500 -4.420 0.000 55 33.000 -4.520 0.000 56 33.500 -4.520 0.000 57 34.000 -4.640 0.000 58 34.500 -4.700 0.000 59 35.000 -4.800 0.000 60 35.500 -4.850 0.000 61 36.000 -4.890 0.000 62 36.500 -4.830 0.000 63 37.000 -4.990 0.000 64 37.500 -5.060 0.000 65 38.000 -5.060 0.000 66 38.500 -5.060 0.000 67 39.000 -5.090 0.000 68 39.500 -5.090 0.000 69 40.000 -5.130 0.000 70 40.500 -5.190 0.000 71 41.000 -5.230 0.000 72 41.500 -5.210 0.000 73 42.000 -5.230 0.000 74 42.500 -5.250 0.000 75 43.000 -5.300 0.000 76 43.500 -5.320 0.000 77 44.000 -5.280 0.000 78 44.500 -5.280 0.000 79 45.000 -5.270 0.000 80 45.500 -5.300 0.000 81 46.000 -5.330 0.000 82 46.500 -5.370 0.000 83 47.000 -5.380 0.000 84 47.500 -5.410 0.000 85 48.000 -5.440 0.000 86 48.500 -5.460 0.000 87 49.000 -5.490 0.000 88 49.500 -5.530 0.000 89 50.000 -5.680 0.000 90 50.500 -5.800 0.000 91 51.000 -5.800 0.000 92 55.500 -5.930 0.000 93 56.000 -5.590 0.000 94 56.500 -5.480 0.000 95 57.000 -5.420 0.000 96 57.500 -5.400 0.000 97 58.000 -5.400 0.000 98 58.500 -5.400 0.000 99 59.000 -5.350 0.000 100 59.500 -5.370 0.000 101 60.000 -5.370 0.000 102 5.000 -2.760 0.000 103 13.180 -3.150 0.000 104 13.720 -3.150 0.000 105 5.000 -6.060 0.000 106 52.440 -6.520 0.000 107 54.320 -6.520 0.000 108 51.520 -6.060 0.000 109 55.240 -6.060 0.000 110 60.000 -6.060 0.000 111 5.000 -8.960 0.000 112 60.000 -8.960 0.000 113 5.000 -10.360 0.000 114 60.000 -10.360 0.000 115 5.000 -15.000 0.000 116 60.000 -15.000 0.000 117 5.000 -2.200 0.000 118 16.570 -2.200 0.000 119 60.000 -5.900 0.000 120 5.000 -4.800 0.000 121 60.000 -4.800 0.000 122 51.200 -5.900 0.000 123 35.860 -5.210 0.000 124 17.500 -2.330 0.000 125 23.500 -2.670 0.000 126 28.000 -3.780 0.000 [CURVES] 121 - 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 17 18 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 19 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 20 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 25 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 40 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 42 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 47 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 50 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 53 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 56 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 57 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 59 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 61 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 63 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 65 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 67 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 68 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 69 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 70 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 71 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 72 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 73 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 74 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 75 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 76 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 77 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 78 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 79 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 80 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 81 82 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 83 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 84 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 85 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 86 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 87 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 88 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 89 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 90 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 91 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 93 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 93 94 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 95 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 95 96 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 97 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 98 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 99 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 100 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 101 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 16 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 103 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 104 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 17 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 39 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 108 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 108 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 106 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 106 107 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 109 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 92 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 110 111 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 112 112 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 113 114 113 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 115 116 114 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 117 118 115 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 120 121 116 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 122 119 117 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 123 122 118 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 118 124 119 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 124 125 120 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 125 126 121 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 126 123 [BOUNDARIES] 8 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 113 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 112 2 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 111 3 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 104 106 107 108 110 4 - Boundary number 14 - number of curves on boundary, next line(s) are curvenumbers 104 106 107 108 109 90 91 92 93 94 95 96 97 98 5 - Boundary number 71 - number of curves on boundary, next line(s) are curvenumbers 99 100 101 102 103 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 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 105 106 107 108 109 90 91 92 93 94 95 96 97 98 6 - Boundary number 92 - number of curves on boundary, next line(s) are curvenumbers 99 100 101 102 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 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 105 106 107 108 109 90 91 92 93 94 95 96 97 98 7 - Boundary number 106 - number of curves on boundary, next line(s) are curvenumbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 100 101 102 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 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 105 106 107 108 109 90 91 92 93 94 95 96 97 98 [USE PROBABILISTIC DEFAULTS BOUNDARIES] 8 - Number of boundaries - 1 1 1 1 1 1 1 1 [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 [DISTRIBUTION BOUNDARIES] 8 - Number of boundaries - 0 0 0 0 0 0 0 0 [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 7 - number of curves on PlLine, next line(s) are curvenumbers 114 118 119 120 121 117 116 2 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 115 [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] 7 - 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 siltig 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 Veen > 300 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 Veen > 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 5 - Boundarynumber at top of layer 4 - Boundarynumber at bottom of layer 6 - Layer number, next line is material of layer Veen kleiig < 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 6 - Boundarynumber at top of layer 5 - Boundarynumber at bottom of layer 7 - Layer number, next line is material of layer Veen kleiig < 300 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 7 - Boundarynumber at top of layer 6 - Boundarynumber at bottom of layer [LAYERLOADS] - Layers which are loads - [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Kadevak: OR-4.13-003 Situatie hoogwater, met verkeersbelasting STBI Droogg. Hoef- en Schoutenpolder (OR-4.13) [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] 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 20 20 20 20 20 20 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] 23.803 30.066 15 X-direction -2.551 2.934 15 Y-direction -2.593 -7.000 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) 5.00 = magnitude 19.43 21.93 = 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] 1.00 [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 7 - Number of layers 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom [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]