Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : DATE : 13-7-2020 TIME : 22:52:19 FILENAME : LayerOnSlopeToolOutput\Interim147_GM_00021.sti CREATED BY : DGeoStability version 18.1.1.1 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1003 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 D-Geo Stability=1008 [END OF VERSION] [SOIL COLLECTION] 4 = number of items [SOIL] Pleistoceen zand SoilColor=7648893 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Basisveen SoilColor=9764853 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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 siltig 14,5-16,5 SoilColor=5953498 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] Veen > 300 SoilColor=10944420 SoilSoilType=2 SoilUseSoilType=0 SoilExcessPorePressure=0.00 SoilPorePressureFactor=1.00 SoilGamDry=0.01 SoilGamWet=0.01 SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=0.00 SoilDilatancy=0.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 SoilStressTableName= SoilBondStressTableName= SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 SoilStrengthIncreaseExponent=0.80 SoilPOPTop=0.00 SoilPOPBottom=0.00 SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 SoilPOP=0.00 SoilRheologicalCoefficient=0.00 SoilXCoorSoilPc=-100.000 SoilYCoorSoilPc=-100.000 SoilIsPopCalculated=0 SoilIsOCRCalculated=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] 73 - Number of geometry points - 1 0.000 -3.650 0.000 2 1.323 -3.650 0.000 3 6.123 -3.450 0.000 4 10.923 -3.213 0.000 5 12.456 -3.270 0.000 6 13.428 -3.189 0.000 7 14.083 -2.886 0.000 8 14.143 -2.340 0.000 9 14.333 -0.600 0.000 10 14.363 -0.290 0.000 11 14.833 -0.206 0.000 12 16.893 -0.200 0.000 13 18.513 -0.231 0.000 14 18.953 -0.239 0.000 15 21.013 -0.282 0.000 16 23.073 -0.352 0.000 17 23.083 -0.852 0.000 18 25.133 -1.327 0.000 19 27.183 -2.482 0.000 20 27.193 -1.982 0.000 21 27.635 -2.340 0.000 22 28.388 -2.950 0.000 23 32.133 -2.950 0.000 24 32.681 -2.340 0.000 25 33.372 -1.570 0.000 26 35.432 -1.525 0.000 27 36.523 -1.503 0.000 28 37.492 -1.503 0.000 29 39.552 -1.557 0.000 30 41.612 -1.606 0.000 31 43.671 -1.620 0.000 32 45.731 -1.599 0.000 33 47.791 -1.577 0.000 34 49.851 -1.580 0.000 35 51.911 -1.610 0.000 36 53.971 -1.620 0.000 37 56.031 -1.607 0.000 38 58.090 -1.584 0.000 39 59.923 -1.676 0.000 40 0.000 -31.150 0.000 41 59.923 -31.150 0.000 42 0.000 -30.544 0.000 43 17.193 -30.544 0.000 44 27.193 -30.544 0.000 45 37.193 -30.544 0.000 46 59.923 -30.544 0.000 47 27.193 -10.544 0.000 48 37.193 -10.544 0.000 49 59.923 -10.544 0.000 50 27.193 -9.500 0.000 51 37.193 -9.500 0.000 52 59.923 -9.500 0.000 53 27.193 -5.940 0.000 54 37.193 -5.940 0.000 55 59.923 -5.940 0.000 56 27.193 -2.340 0.000 57 37.193 -2.340 0.000 58 59.923 -2.340 0.000 59 37.193 -1.982 0.000 60 59.923 -1.982 0.000 61 0.000 -10.544 0.000 62 17.193 -10.544 0.000 63 0.000 -9.500 0.000 64 17.193 -9.500 0.000 65 0.000 -5.940 0.000 66 17.193 -5.940 0.000 67 17.193 -2.340 0.000 68 17.193 -0.235 0.000 69 14.671 -0.235 0.000 70 18.733 -0.235 0.000 71 26.931 -2.340 0.000 72 27.186 -2.340 0.000 73 33.002 -1.982 0.000 [END OF POINTS] [CURVES] 75 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 40 41 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 42 43 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 43 44 4 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 45 5 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 45 46 6 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 44 47 7 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 48 8 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 48 49 9 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 47 50 10 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 51 11 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 51 52 12 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 50 53 13 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 54 14 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 54 55 15 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 53 56 16 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 21 17 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 57 18 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 57 58 19 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 56 20 20 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 59 21 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 59 60 22 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 61 62 23 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 62 47 24 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 63 64 25 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 64 50 26 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 65 66 27 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 66 53 28 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 67 29 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 67 71 30 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 56 31 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 68 32 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 68 70 33 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 34 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 2 3 35 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 36 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 4 5 37 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 38 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 6 7 39 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 7 8 40 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 8 9 41 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 9 10 42 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 10 69 43 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 69 11 44 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 11 12 45 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 12 13 46 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 13 70 47 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 70 14 48 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 14 15 49 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 15 16 50 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 16 17 51 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 17 18 52 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 18 71 53 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 71 19 54 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 19 72 55 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 72 20 56 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 20 21 57 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 21 22 58 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 22 23 59 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 23 24 60 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 24 73 61 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 73 25 62 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 25 26 63 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 26 27 64 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 27 28 65 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 28 29 66 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 29 30 67 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 30 31 68 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 31 32 69 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 32 33 70 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 33 34 71 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 34 35 72 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 35 36 73 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 36 37 74 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 37 38 75 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 38 39 [END OF CURVES] [BOUNDARIES] 16 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 1 1 - Boundary number 4 - number of curves on boundary, next line(s) are curvenumbers 2 3 4 5 2 - Boundary number 5 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 7 8 3 - Boundary number 6 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 10 11 4 - Boundary number 7 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 13 14 5 - Boundary number 12 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 16 57 58 59 17 18 6 - Boundary number 13 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 16 57 58 59 60 20 21 7 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 16 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 8 - Boundary number 27 - number of curves on boundary, next line(s) are curvenumbers 2 3 6 9 12 15 19 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 9 - Boundary number 26 - number of curves on boundary, next line(s) are curvenumbers 22 23 9 12 15 19 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 10 - Boundary number 25 - number of curves on boundary, next line(s) are curvenumbers 24 25 12 15 19 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 11 - Boundary number 24 - number of curves on boundary, next line(s) are curvenumbers 26 27 15 19 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 12 - Boundary number 33 - number of curves on boundary, next line(s) are curvenumbers 33 34 35 36 37 38 39 28 29 53 54 30 19 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 13 - Boundary number 32 - number of curves on boundary, next line(s) are curvenumbers 33 34 35 36 37 38 39 28 29 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 14 - Boundary number 41 - number of curves on boundary, next line(s) are curvenumbers 33 34 35 36 37 38 39 40 41 42 31 32 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 15 - Boundary number 43 - number of curves on boundary, next line(s) are curvenumbers 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 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 16 - Number of boundaries - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 16 - 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 0.00000000000000E+0000 0.00000000000000E+0000 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 16 - Number of boundaries - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 0 - Number of piezometric level lines - [END OF PIEZO LINES] [PHREATIC LINE] 0 - 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] 15 - Number of layers - 1 - Layer number, next line is material of layer Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Basisveen 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 3 - Boundarynumber at top of layer 2 - Boundarynumber at bottom of layer 4 - Layer number, next line is material of layer Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 0 - Piezometric level line at top of layer 0 - 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 siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - 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 siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Pleistoceen zand 0 - Piezometric level line at top of layer 0 - 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 Basisveen 0 - Piezometric level line at top of layer 0 - 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 siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - 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 Veen > 300 0 - Piezometric level line at top of layer 0 - 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 Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 13 - Boundarynumber at top of layer 12 - Boundarynumber at bottom of layer 14 - Layer number, next line is material of layer Klei siltig 14,5-16,5 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 14 - Boundarynumber at top of layer 13 - Boundarynumber at bottom of layer 15 - Layer number, next line is material of layer ophoogmateriaal_klei 0 - Piezometric level line at top of layer 0 - Piezometric level line at bottom of layer 15 - Boundarynumber at top of layer 14 - Boundarynumber at bottom of layer [END OF LAYERS] [LAYERLOADS] - Layers which are loads - [END OF LAYERLOADS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION TITLES] [END OF RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi 0 : Probabilistic off 1 : Mean 0 : Geotextiles off 0 : Nails off 0 : Zone plot off 0 : Local measurements [END OF MODEL] [MSEEPNET] Use potential file 0 : Do not use water net of MSeep file 0 : Do not make negative pressures 0 [END OF MSEEPNET] [UNIT WEIGHT WATER] 9.81 : Unit weight water [END OF UNIT WEIGHT WATER] [DEGREE OF CONSOLIDATION] 15 Number of layers 15 100 14 100 100 13 100 100 100 12 100 100 100 100 11 100 100 100 100 100 10 100 100 100 100 100 100 9 100 100 100 100 100 100 100 8 100 100 100 100 100 100 100 100 7 100 100 100 100 100 100 100 100 100 6 100 100 100 100 100 100 100 100 100 100 5 100 100 100 100 100 100 100 100 100 100 100 4 100 100 100 100 100 100 100 100 100 100 100 100 3 100 100 100 100 100 100 100 100 100 100 100 100 100 2 100 100 100 100 100 100 100 100 100 100 100 100 100 100 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE OF CONSOLIDATION] [DEGREE TEMPORARY LOADS] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included [END OF DEGREE TEMPORARY LOADS] [DEGREE EARTH QUAKE] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 [END OF DEGREE EARTH QUAKE] [CIRCLES] 18.718 43.718 26 X-direction 0.265 7.053 8 Y-direction -2.950 -5.950 7 Tangent lines 0.000 0.000 0 no fixed point used [END OF CIRCLES] [SPENCER SLIP DATA] 0 Number of points [END OF SPENCER SLIP DATA] [SPENCER SLIP DATA 2] 0 Number of points [END OF SPENCER SLIP DATA 2] [SPENCER SLIP INTERVAL] 2 : Slip spencer interval [END OF SPENCER SLIP INTERVAL] [LINE LOADS] 0 = number of items [END OF LINE LOADS] [UNIFORM LOADS] 0 = number of items [END OF UNIFORM LOADS] [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 [END OF EARTH QUAKE] [SIGMA-TAU CURVES] 0 = number of items [END OF SIGMA-TAU CURVES] [BOND STRESS DIAGRAMS] 0 = number of items [END OF BOND STRESS DIAGRAMS] [MEASURED YIELD STRESSES] [YIELD STRESSES] 0 = number of items [END OF YIELD STRESSES] [END OF MEASURED YIELD STRESSES] [MINIMAL REQUIRED CIRCLE DEPTH] 0.00 [m] [END OF MINIMAL REQUIRED CIRCLE DEPTH] [SLIP CIRCLE SELECTION] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 [END OF SLIP CIRCLE SELECTION] [START VALUE SAFETY FACTOR] 1.000 [-] [END OF START VALUE SAFETY FACTOR] [REFERENCE LEVEL SU] 16.000 Excavation gamma above freatic level 18.000 Excavation gamma below freatic level 0 number of points [END OF REFERENCE LEVEL SU] [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) [END OF LIFT SLIP DATA] [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 15 - 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 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 [END OF EXTERNAL WATER LEVELS] [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 [END OF MODEL FACTOR] [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 SearchMethod=0 [END OF CALCULATION OPTIONS] [PROBABILISTIC DEFAULTS] CohesionVariationTotal=0.25 CohesionDesignPartial=1.25 CohesionDesignStdDev=-1.65 CohesionDistribution=3 PhiVariationTotal=0.15 PhiDesignPartial=1.10 PhiDesignStdDev=-1.65 PhiDistribution=3 StressTableVariationTotal=0.20 StressTableDesignPartial=1.15 StressTableDesignStdDev=-1.65 StressTableDistribution=3 RatioCuPcVariationTotal=0.25 RatioCuPcDesignPartial=1.15 RatioCuPcDesignStdDev=-1.65 RatioCuPcDistribution=3 CuVariationTotal=0.25 CuDesignPartial=1.15 CuDesignStdDev=-1.65 CuDistribution=3 POPVariationTotal=0.10 POPDesignPartial=1.10 POPDesignStdDev=-1.65 POPDistribution=3 CompressionRatioVariationTotal=0.25 CompressionRatioDesignPartial=1.00 CompressionRatioDesignStdDev=0.00 CompressionRatioDistribution=3 ConsolidationCoefTotalStdDev=20.00 ConsolidationCoefDesignPartial=1.00 ConsolidationCoefDesignStdDev=1.65 ConsolidationCoefDistribution=2 HydraulicPressureTotalStdDev=0.50 HydraulicPressureDesignPartial=1.00 HydraulicPressureDesignStdDev=1.65 HydraulicPressureDistribution=3 LimitValueBishopMean=1.00 LimitValueBishopStdDev=0.08 LimitValueBishopDistribution=3 LimitValueVanMean=0.95 LimitValueVanStdDev=0.08 LimitValueVanDistribution=3 [END OF PROBABILISTIC DEFAULTS] [NEWZONE PLOT DATA] 0.00 = Diketable Height [m] 0.00 = Width top rest profile [m] 0.00 = X co-ordinate indicating start of zone [m] 59.91 = Boundary of M.H.W influence at X [m] -0.21 = Boundary of M.H.W influence at Y [m] 0.00 = Required safety in zone 1a 0.00 = Required safety in zone 1b 0.00 = Required safety in zone 2a 0.00 = Required safety in zone 2b 0.01 = Left side minimum road [m] 0.01 = Right side minimum road [m] 0.90 = Required safety in zone 3a 0.90 = Required safety in zone 3b 1 Stability calculation at right side 0.50 = Remolding reduction factor 0.80 = Schematization reduction factor 1 Overtopping condition less or equal 0.1 l/m/s [END OF NEWZONE PLOT DATA] [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 [END OF REQUESTED CIRCLE SLICES] [REQUESTED LIFT SLICES] 50 = number of slices [END OF REQUESTED LIFT SLICES] [REQUESTED SPENCER SLICES] 50 = number of slices [END OF REQUESTED SPENCER SLICES] [SOIL RESISTANCE] SoilResistanceDowelAction=1 SoilResistancePullOut=1 [END OF SOIL RESISTANCE] [GENETIC ALGORITHM OPTIONS BISHOP] PopulationCount=50 GenerationCount=50 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=50 GenerationCount=50 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]