Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : LICENSE : Unknown DATE : 23-1-2017 TIME : 8:54:38 FILENAME : \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sti CREATED BY : D-Geo Stability version 15.1.2.4 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1004 [END OF VERSION] [SOIL COLLECTION] 6 = number of items [SOIL] zandondergrond SoilColor=65535 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=21.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=30.26 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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=0.20 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=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=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] zandtussenlaag SoilColor=8454143 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=25.69 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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=0.20 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=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=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, huidig SoilColor=32768 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.50 SoilGamWet=19.20 SoilRestSlope=0 SoilCohesion=1.28 SoilPhi=24.08 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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=0.20 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=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=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, nieuw SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=16.00 SoilGamWet=18.00 SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=19.04 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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=0.20 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=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=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] weg SoilColor=9211020 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=20.00 SoilGamWet=22.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=34.96 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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=0.20 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=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=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] wl_zandondergrond SoilColor=9276906 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=21.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=30.26 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 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=0.20 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=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=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] 111 - Number of geometry points - 1 0.000 9.820 0.000 2 0.000 5.450 0.000 3 0.000 4.450 0.000 4 90.000 8.190 0.000 5 0.000 7.079 0.000 6 0.000 5.950 0.000 7 90.000 6.960 0.000 8 85.000 7.070 0.000 9 81.000 7.180 0.000 10 77.000 7.170 0.000 11 69.090 8.280 0.000 12 68.200 8.400 0.000 13 64.830 8.560 0.000 14 64.260 8.590 0.000 15 57.150 11.430 0.000 16 54.950 11.790 0.000 17 54.000 11.810 0.000 18 50.000 11.990 0.000 19 48.469 11.871 0.000 20 45.000 11.600 0.000 21 42.365 10.613 0.000 22 40.285 9.834 0.000 23 34.369 7.620 0.000 24 33.888 7.440 0.000 25 28.930 6.998 0.000 26 26.351 6.770 0.000 27 7.495 6.393 0.000 28 5.156 6.345 0.000 29 0.000 6.335 0.000 30 69.035 7.958 0.000 31 68.239 8.040 0.000 32 64.253 8.273 0.000 33 64.000 8.261 0.000 34 59.568 10.077 0.000 35 57.184 11.054 0.000 36 59.020 10.182 0.000 37 63.058 8.265 0.000 38 62.780 8.397 0.000 39 61.678 8.920 0.000 40 53.896 11.360 0.000 41 50.008 11.564 0.000 42 48.501 11.495 0.000 43 55.190 10.917 0.000 44 52.542 11.000 0.000 45 48.548 11.000 0.000 46 59.707 8.307 0.000 47 56.176 8.039 0.000 48 53.492 7.674 0.000 49 51.259 7.500 0.000 50 50.408 7.500 0.000 51 48.630 7.500 0.000 52 42.863 7.597 0.000 53 90.000 6.200 0.000 54 76.888 6.200 0.000 55 64.807 6.200 0.000 56 63.927 6.200 0.000 57 61.583 6.509 0.000 58 58.975 6.771 0.000 59 55.818 6.993 0.000 60 51.304 7.036 0.000 61 28.930 6.843 0.000 62 28.930 6.358 0.000 63 28.930 5.561 0.000 64 26.361 5.277 0.000 65 20.263 4.964 0.000 66 16.822 4.856 0.000 67 16.124 4.440 0.000 68 12.562 4.477 0.000 69 11.641 4.729 0.000 70 10.415 5.000 0.000 71 9.791 5.235 0.000 72 8.146 6.065 0.000 73 48.512 7.014 0.000 74 45.292 6.775 0.000 75 42.114 6.290 0.000 76 38.362 5.470 0.000 77 34.890 5.000 0.000 78 31.301 5.000 0.000 79 0.000 5.000 0.000 80 90.000 4.990 0.000 81 74.290 4.990 0.000 82 69.100 4.930 0.000 83 63.848 4.930 0.000 84 60.901 5.507 0.000 85 52.499 5.884 0.000 86 44.849 5.530 0.000 87 40.387 4.539 0.000 88 35.571 3.689 0.000 89 17.793 3.476 0.000 90 11.915 2.980 0.000 91 4.974 3.335 0.000 92 0.000 3.405 0.000 93 90.000 -6.700 0.000 94 0.000 -6.700 0.000 95 90.000 6.960 0.000 96 85.000 7.070 0.000 97 81.000 7.180 0.000 98 77.000 7.170 0.000 99 69.090 8.280 0.000 100 68.200 8.400 0.000 101 64.260 8.590 0.000 102 54.950 10.360 0.000 103 45.310 10.850 0.000 104 44.360 11.350 0.000 105 0.000 11.360 0.000 106 90.000 7.520 0.000 107 77.000 7.900 0.000 108 64.260 7.900 0.000 109 33.888 10.490 0.000 110 10.000 11.360 0.000 111 44.630 11.460 0.000 [END OF POINTS] [CURVES] 110 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 8 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 9 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 13 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 14 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 15 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 16 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 17 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 18 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 19 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 111 20 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 111 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 21 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 23 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 24 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 25 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 26 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 11 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 30 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 31 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 14 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 32 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 33 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 34 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 35 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 34 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 33 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 37 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 39 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 17 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 40 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 41 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 42 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 36 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 43 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 44 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 45 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 38 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 46 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 47 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 48 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 49 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 50 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 52 51 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 52 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 53 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 54 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 55 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 56 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 58 57 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 58 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 59 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 60 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 25 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 61 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 62 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 63 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 64 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 65 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 66 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 67 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 68 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 69 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 70 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 71 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 72 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 60 76 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 74 73 77 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 75 74 78 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 76 75 79 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 77 76 80 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 78 77 81 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 78 82 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 79 70 83 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 81 80 84 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 82 81 85 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 83 82 86 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 84 83 87 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 85 84 88 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 86 85 89 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 87 86 90 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 88 87 91 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 89 88 92 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 90 89 93 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 91 90 94 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 92 91 95 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 94 93 96 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 96 95 97 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 97 96 98 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 98 97 99 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 99 98 100 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 100 99 101 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 101 100 102 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 102 101 103 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 103 102 104 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 104 103 105 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 104 106 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 107 106 107 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 108 107 108 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 109 108 109 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 110 109 110 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 105 110 [END OF CURVES] [BOUNDARIES] 14 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 95 1 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 94 93 92 91 90 89 88 87 86 85 84 83 2 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 82 71 70 69 68 67 81 80 79 78 77 76 75 60 59 58 57 56 55 54 3 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 23 22 74 73 72 71 70 69 68 67 81 80 79 78 77 76 75 60 59 58 57 56 55 54 4 - Boundary number 28 - number of curves on boundary, next line(s) are curvenumbers 23 22 74 73 72 71 70 69 68 67 66 65 64 63 62 19 18 53 52 51 61 60 59 58 57 56 55 54 5 - Boundary number 17 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 53 52 51 61 60 59 58 57 56 55 54 6 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 53 52 51 50 49 48 47 46 35 34 28 27 7 6 26 25 24 4 3 2 1 7 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 45 44 43 42 37 36 35 34 28 27 7 6 26 25 24 4 3 2 1 8 - Boundary number 34 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 15 14 13 41 40 39 38 10 9 31 33 37 36 35 34 28 27 7 6 26 25 24 4 3 2 1 9 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 31 33 37 36 35 34 28 27 7 6 26 25 24 4 3 2 1 10 - Boundary number 30 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 31 33 32 29 28 27 7 6 26 25 24 4 3 2 1 11 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 31 30 29 28 27 7 6 26 25 24 4 3 2 1 12 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 26 25 24 4 3 2 1 13 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 14 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 14 - Number of boundaries - 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 14 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 2 - Number of piezometric level lines - 1 - PlLine number 10 - number of curves on PlLine, next line(s) are curvenumbers 105 104 103 102 101 100 99 98 97 96 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 110 109 108 107 106 [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] 13 - Number of layers - 1 - Layer number, next line is material of layer wl_zandondergrond 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 zandtussenlaag 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 2 - Boundarynumber at top of layer 1 - Boundarynumber at bottom of layer 3 - Layer number, next line is material of layer klei, huidig 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, huidig 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, nieuw 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 klei, huidig 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 zandtussenlaag 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 8 - Layer number, next line is material of layer klei, huidig 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 weg 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 klei, nieuw 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 10 - Boundarynumber at top of layer 9 - Boundarynumber at bottom of layer 11 - Layer number, next line is material of layer klei, nieuw 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer 12 - Layer number, next line is material of layer klei, nieuw 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 12 - Boundarynumber at top of layer 11 - Boundarynumber at bottom of layer 13 - Layer number, next line is material of layer weg 1 - Piezometric level line at top of layer 1 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Dijkverbetering Keent/Grave Profiel 324 + 31 Huidige situatie [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 1 : Geotextiles on 0 : Nails off 1 : Zone plot on 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 [FORBIDDEN LINES] 1 - Forbidden lines 1 59.20 10.84 - X1 Y1 54.20 10.84 - X2 Y2 [UNIT WEIGHT WATER] 9.81 : Unit weight water [DEGREE OF CONSOLIDATION] 13 Number of layers 13 100 12 100 100 11 100 100 100 10 100 100 100 100 9 100 100 100 100 100 8 100 100 100 100 100 100 7 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 100 0 0 0 0 100 0 100 0 0 0 100 0 capillary water not included [degree Free water(Cu)] 100 100 100 100 100 100 100 100 100 100 100 100 100 [degree earth quake] 100 100 100 100 100 100 100 100 100 100 100 100 100 [CIRCLES] 57.654 62.654 11 X-direction 28.316 33.316 11 Y-direction 8.660 5.660 13 Tangent lines 50.000 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 verkeer 13.30 = magnitude 51.47 53.97 = xstart and xend 30.00 = 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] 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] 8 [LIFT SLIP DATA] 50.000 50.000 1 X-direction Left 0.000 0.000 1 Y-direction Left 50.000 50.000 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 13 - Number of layers 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = Pl-top and pl-bottom 0 0 = 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 [WATER PRESSURE ON HORIZONTAL BAR] 0 Use water pressure on horizontal bar [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] 11.60 = Diketable Height [m] 3.00 = Width top rest profile [m] 45.00 = X co-ordinate indicating start of zone [m] 54.95 = Boundary of M.H.W influence at X [m] 8.59 = Boundary of M.H.W influence at Y [m] 1.08 = Required safety in zone 1a 1.08 = Required safety in zone 1b 1.00 = Required safety in zone 2a 1.00 = Required safety in zone 2b 50.00 = Left side minimum road [m] 50.00 = 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] [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]