Input file for D-Geo Stability : Stability of earth slopes. ============================================================================== COMPANY : ARCADIS Nederland BV Mobiliteit LICENSE : Unknown DATE : 10-Sep-13 TIME : 15:16:32 FILENAME : C:\Users\koopmansr\Documents\_Data\WRIJ 2011-2013\Pilot DAM\D-Geo_WRIJ\DR48\48-085 (oud=22) Herwensedijk.sti CREATED BY : D-Geo Stability version 10.1.3.2 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1001 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1003 [END OF VERSION] [SOIL COLLECTION] 5 = number of items [SOIL] zand ondergrond_WL SoilColor=65535 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=20.00 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=30.00 SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= 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=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 bruin SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=18.00 SoilGamWet=18.50 SoilRestSlope=1 SoilCohesion=2.00 SoilPhi=26.00 SoilDilatancy=20.30 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=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 dijk SoilColor=7187949 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.50 SoilRestSlope=1 SoilCohesion=3.50 SoilPhi=24.00 SoilDilatancy=19.40 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=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] zand dijk_WL SoilColor=8454143 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=19.00 SoilGamWet=19.50 SoilRestSlope=1 SoilCohesion=0.00 SoilPhi=28.00 SoilDilatancy=26.00 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=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] berm SoilColor=9544960 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=17.00 SoilGamWet=17.50 SoilRestSlope=1 SoilCohesion=1.00 SoilPhi=25.00 SoilDilatancy=26.00 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=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 [END OF ACCURACY] [POINTS] 63 - Number of geometry points - 1 100.000 10.900 0.000 2 78.000 10.900 0.000 3 100.000 13.000 0.000 4 84.000 13.000 0.000 5 78.000 13.000 0.000 6 20.800 12.810 0.000 7 16.790 12.660 0.000 8 10.190 12.500 0.000 9 0.000 12.500 0.000 10 67.000 15.300 0.000 11 63.900 15.180 0.000 12 56.280 16.820 0.000 13 55.100 17.200 0.000 14 53.700 17.100 0.000 15 48.300 15.000 0.000 16 23.200 12.500 0.000 17 21.250 11.800 0.000 18 50.000 18.880 0.000 19 44.400 18.870 0.000 20 37.770 17.150 0.000 21 36.580 17.070 0.000 22 48.740 18.980 0.000 23 47.240 19.000 0.000 24 45.930 18.980 0.000 25 48.740 18.480 0.000 26 45.940 18.460 0.000 27 75.430 15.100 0.000 28 71.370 15.220 0.000 29 70.330 15.280 0.000 30 68.580 15.380 0.000 31 53.180 16.910 0.000 32 48.740 18.090 0.000 33 49.960 18.040 0.000 34 36.580 16.590 0.000 35 33.470 16.600 0.000 36 45.940 18.000 0.000 37 44.410 18.000 0.000 38 37.840 16.070 0.000 39 36.590 16.070 0.000 40 33.460 16.090 0.000 41 32.460 16.020 0.000 42 33.470 16.990 0.000 43 32.500 16.900 0.000 44 84.000 10.900 0.000 45 72.400 11.300 0.000 46 58.750 11.200 0.000 47 26.200 11.000 0.000 48 21.600 11.000 0.000 49 0.000 11.000 0.000 50 100.000 0.000 0.000 51 0.000 0.000 0.000 52 100.000 12.900 0.000 53 80.800 12.900 0.000 54 70.990 13.860 0.000 55 37.180 16.020 0.000 56 34.990 17.030 0.000 57 0.000 17.030 0.000 58 100.000 14.300 0.000 59 75.460 15.170 0.000 60 0.000 16.350 0.000 61 20.800 16.050 0.000 62 1.000 16.350 0.000 63 99.000 14.300 0.000 [END OF POINTS] [CURVES] 67 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 2 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 6 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 7 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 8 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 5 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 10 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 11 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 12 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 13 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 15 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 17 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 16 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 3 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 4 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 19 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 20 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 18 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 22 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 23 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 24 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 25 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 25 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 26 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 13 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 4 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 27 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 28 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 29 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 30 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 14 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 31 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 32 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 31 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 34 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 26 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 36 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 37 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 39 38 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 39 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 35 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 41 40 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 41 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 21 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 42 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 43 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 42 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 1 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 44 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 44 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 2 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 46 45 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 46 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 47 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 48 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 49 48 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 50 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 52 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 53 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 55 54 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 55 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 56 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 59 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 60 62 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 61 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 63 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 58 [END OF CURVES] [BOUNDARIES] 12 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 57 1 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 56 54 53 52 51 49 48 2 - Boundary number 11 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 11 55 54 53 52 51 49 48 3 - Boundary number 16 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 11 12 10 31 30 9 8 7 6 5 1 49 48 4 - Boundary number 29 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 11 12 43 42 41 47 44 35 40 39 38 37 36 22 32 34 33 30 9 8 7 6 5 1 49 48 5 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 35 40 39 38 37 36 22 32 34 33 30 9 8 7 6 5 1 49 48 6 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 16 15 20 23 22 32 34 33 30 9 8 7 6 5 1 49 48 7 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 16 15 20 19 18 21 32 34 33 30 9 8 7 6 5 1 49 48 8 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 16 15 20 19 18 17 24 8 7 6 5 1 49 48 9 - Boundary number 20 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 16 15 20 19 18 17 24 8 7 6 5 14 50 48 10 - Boundary number 23 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 16 15 20 19 18 17 24 8 7 6 29 28 27 26 25 50 48 11 - Boundary number 22 - number of curves on boundary, next line(s) are curvenumbers 4 3 2 46 45 44 16 15 20 19 18 17 24 8 7 6 29 28 27 26 25 13 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 12 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 12 - 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 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 12 - Number of boundaries - 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 5 - number of curves on PlLine, next line(s) are curvenumbers 62 61 60 59 58 2 - PlLine number 5 - number of curves on PlLine, next line(s) are curvenumbers 64 65 63 66 67 [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] 11 - Number of layers - 1 - Layer number, next line is material of layer zand ondergrond_WL 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 klei bruin 1 - 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 dijk 99 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer zand dijk_WL 1 - Piezometric level line at top of layer 99 - 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 dijk 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 dijk 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 klei dijk 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 dijk 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 klei bruin 1 - Piezometric level line at top of layer 99 - 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 berm 1 - Piezometric level line at top of layer 99 - 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 bruin 1 - Piezometric level line at top of layer 99 - Piezometric level line at bottom of layer 11 - Boundarynumber at top of layer 10 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] Derde toetsingsronde Dijkring 48 Dp 83-87, kenmerkend Dp 85 (oud=22) vrije cirkel (groot), nieuwe situatie [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] 11 Number of layers 11 100 10 100 100 9 100 100 100 8 100 100 100 100 7 100 100 100 100 100 6 100 100 100 100 100 100 5 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [degree Temporary loads] 100 30 30 100 30 30 30 30 10 10 10 0 capillary water not included [degree Free water(Cu)] 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 [CIRCLES] 55.000 65.000 11 X-direction 20.000 30.000 11 Y-direction 16.000 10.000 12 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 verkeersbelasting -kruin 13.00 = magnitude 46.24 48.74 = xstart and xend 26.00 = 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] 12 [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 11 - Number of layers 2 2 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom 99 99 = Pl-top and pl-bottom 1 99 = 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 99 = Pl-top and pl-bottom 1 99 = Pl-top and pl-bottom [MODEL FACTOR] 1.00 = Limit value stability factor 0.08 = Standard deviation for limit value stability factor 0.00 = Reference standard deviation for degree of consolidation 100.00 = Length of the section 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=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] 50.00 = X co-ordinate indicating start of zone [m] 50.00 = 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 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 0 Stability calculation at left 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]