Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result Uplift.std =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result Uplift.std (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result Uplift.std (revision 432) @@ -0,0 +1,1420 @@ +Dump file for D-Geo Stability : Stability of earth slopes. +============================================================================== +COMPANY : +LICENSE : Unknown +DATE : 01-09-2017 +TIME : 18:08:55 +FILENAME : D:\src\dam\dam failuremechanisms\damMacroStability\trunk\src\Tests\Files\zuivering Gendt.std +CREATED BY : D-Geo Stability version 16.2.2.900 +========================== BEGINNING OF DATA ========================== +[Input Data] +[VERSION] +Soil=1002 +Geometry=1000 +StressCurve=1000 +BondStressDiagram=1000 +YieldStress=1000 +D-Geo Stability=1006 +[END OF VERSION] + +[SOIL COLLECTION] + 3 = number of items +[SOIL] +zand +SoilColor=9764853 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=19.50 +SoilGamWet=19.50 +SoilRestSlope=0 +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 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=3.57 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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 +SoilColor=5953498 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=14.50 +SoilGamWet=14.50 +SoilRestSlope=0 +SoilCohesion=2.00 +SoilPhi=18.00 +SoilDilatancy=18.00 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=1.00 +SoilStdPhi=2.67 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=2.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] +nw dijks +SoilColor=9094655 +SoilSoilType=2 +SoilUseSoilType=0 +SoilExcessPorePressure=0.00 +SoilPorePressureFactor=1.00 +SoilGamDry=16.50 +SoilGamWet=16.50 +SoilRestSlope=0 +SoilCohesion=0.00 +SoilPhi=22.50 +SoilDilatancy=22.50 +SoilCuTop=0.00 +SoilCuBottom=0.00 +SoilCuGradient=0.00 +SoilStressTableName= +SoilBondStressTableName= +SoilMatStrengthType=0 +SoilProbInputValues=0 +SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPc=0.00E+00 +SoilPOP=10.00 +SoilRheologicalCoefficient=0.00 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 +SoilIsAquifer=0 +SoilUseProbDefaults=0 +SoilStdCohesion=0.00 +SoilStdPhi=4.00 +SoilStdRatioCuPc=0.06 +SoilStdRatioCuPcPassive=0.06 +SoilStdRatioCuPcActive=0.06 +SoilStdCu=0.00 +SoilStdCuTop=0.00 +SoilStdCuGradient=0.00 +SoilStdPn=1.50 +SoilDistCohesion=3 +SoilDistPhi=3 +SoilDistStressTable=3 +SoilDistRatioCuPc=3 +SoilDistRatioCuPcPassive=3 +SoilDistRatioCuPcActive=3 +SoilDistCu=3 +SoilDistCuTop=3 +SoilDistCuGradient=3 +SoilDistPn=3 +SoilCorrelationCPhi=0.00 +SoilRatioCuPcPassive=0.22 +SoilRatioCuPcActive=0.22 +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=1.00 +SoilDistPOP=3 +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] + 33 - Number of geometry points - + 1 -150.000 8.700 0.000 + 2 -88.668 8.700 0.000 + 3 -30.272 9.500 0.000 + 4 -25.000 10.450 0.000 + 5 -14.000 12.000 0.000 + 6 2.000 17.300 0.000 + 7 8.500 17.300 0.000 + 8 19.500 12.300 0.000 + 9 29.000 11.500 0.000 + 10 33.800 11.300 0.000 + 11 37.000 9.700 0.000 + 12 40.000 9.700 0.000 + 13 42.600 11.000 0.000 + 14 53.258 10.750 0.000 + 15 70.000 10.750 0.000 + 16 -14.187 10.000 0.000 + 17 4.000 11.000 0.000 + 18 8.500 11.000 0.000 + 19 -150.000 5.900 0.000 + 20 70.000 5.900 0.000 + 21 -150.000 -10.000 0.000 + 22 70.000 -10.000 0.000 + 23 -150.000 6.500 0.000 + 24 -14.000 6.500 0.000 + 25 2.000 14.000 0.000 + 26 10.500 14.000 0.000 + 27 19.500 11.300 0.000 + 28 34.000 10.000 0.000 + 29 70.000 10.000 0.000 + 30 -30.293 6.500 0.000 + 31 20.000 7.600 0.000 + 32 37.000 8.300 0.000 + 33 70.000 8.300 0.000 +[END OF POINTS] + +[CURVES] + 30 - Number of curves - + 1 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 1 2 + 2 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 2 3 + 3 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 4 + 4 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 4 5 + 5 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 5 6 + 6 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 6 7 + 7 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 7 8 + 8 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 8 9 + 9 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 9 10 + 10 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 10 11 + 11 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 11 12 + 12 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 12 13 + 13 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 13 14 + 14 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 14 15 + 15 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 3 16 + 16 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 16 17 + 17 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 17 18 + 18 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 18 8 + 19 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 19 20 + 20 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 21 22 + 21 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 24 + 22 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 24 25 + 23 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 25 26 + 24 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 26 27 + 25 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 27 28 + 26 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 28 29 + 27 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 23 30 + 28 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 30 31 + 29 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 31 32 + 30 - Curve number + 2 - number of points on curve, next line(s) are pointnumbers + 32 33 +[END OF CURVES] + +[BOUNDARIES] + 4 - Number of boundaries - + 0 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 20 + 1 - Boundary number + 1 - number of curves on boundary, next line(s) are curvenumbers + 19 + 2 - Boundary number + 13 - number of curves on boundary, next line(s) are curvenumbers + 1 2 15 16 17 18 8 9 10 11 + 12 13 14 + 3 - Boundary number + 14 - number of curves on boundary, next line(s) are curvenumbers + 1 2 3 4 5 6 7 8 9 10 + 11 12 13 14 +[END OF BOUNDARIES] + +[USE PROBABILISTIC DEFAULTS BOUNDARIES] + 4 - Number of boundaries - + 1 + 1 + 1 + 1 +[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] + +[STDV BOUNDARIES] + 4 - Number of boundaries - + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 + 0.00000000000000E+0000 +[END OF STDV BOUNDARIES] + +[DISTRIBUTION BOUNDARIES] + 4 - Number of boundaries - + 0 + 0 + 0 + 0 +[END OF DISTRIBUTION BOUNDARIES] + +[PIEZO LINES] + 2 - Number of piezometric level lines - + 1 - PlLine number + 6 - number of curves on PlLine, next line(s) are curvenumbers + 21 22 23 24 25 26 + 2 - PlLine number + 4 - number of curves on PlLine, next line(s) are curvenumbers + 27 28 29 30 +[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] + 3 - Number of layers - + 1 - Layer number, next line is material of layer + zand + 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 + 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 + nw dijks + 1 - 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 +[END OF LAYERS] + +[LAYERLOADS] + - Layers which are loads - + +[END OF LAYERLOADS] + +[END OF GEOMETRY DATA] +[RUN IDENTIFICATION TITLES] +dijkvak Ophemert, Hm 63 - 64 +profiel aan de norm + +[MODEL] + 4 : Uplift Van + 1 : C phi + 0 : Probabilistic off + 1 : Mean + 1 : Geotextiles on + 1 : Nails on + 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 +[FORBIDDEN LINES] + 1 - Forbidden lines + 1 + 8.50 17.30 - X1 Y1 + 19.50 12.30 - X2 Y2 +[UNIT WEIGHT WATER] + 9.81 : Unit weight water +[DEGREE OF CONSOLIDATION] + 3 Number of layers + 3 100 + 2 100 100 + 1 100 100 100 + 0 capillary water not included +[degree Temporary loads] + 100 0 0 + 0 capillary water not included +[degree Free water(Cu)] + 100 100 100 +[degree earth quake] + 100 100 100 +[CIRCLES] + 21.556 32.691 11 X-direction + 15.092 28.850 11 Y-direction + 11.064 5.064 7 Tangent lines + 0.000 0.000 0 no fixed point used +[SPENCER SLIP DATA] + 0 Number of points +[SPENCER SLIP DATA 2] + 0 Number of points +[SPENCER SLIP INTERVAL] + 2 : Slip spencer interval +[LINE LOADS] + 0 = number of items +[UNIFORM LOADS ] + 1 = number of items +verkeer + 13.00 = magnitude + 6.00 8.50 = xstart and xend + 0.00 = distribution angle + 1 = permanent 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] +[MEASURED YIELD STRESSES] +[YIELD STRESSES] + 0 = number of items +[END OF YIELD STRESSES] +[END OF MEASURED YIELD STRESSES] +[MINIMAL REQUIRED CIRCLE DEPTH] + 5.00 [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 SU] + 16.000 Excavation gamma above freatic level + 18.000 Excavation gamma below freatic level + 15 number of points + -150.000 8.700 x y + -88.668 8.700 x y + -30.272 9.500 x y + -25.000 10.450 x y + -14.000 12.000 x y + 2.000 17.300 x y + 8.500 17.300 x y + 19.500 12.300 x y + 29.000 11.500 x y + 33.800 11.300 x y + 37.000 9.700 x y + 40.000 9.700 x y + 42.600 11.000 x y + 53.258 10.750 x y + 70.000 10.750 x y +[END OF REFERENCE LEVEL SU] + +[LIFT SLIP DATA] + 23.196 33.196 6 X-direction Left + 16.802 26.802 6 Y-direction Left + 47.043 51.227 3 X-direction Right + 12.840 16.288 3 Y-direction Right + 7.900 7.900 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 + 3 - Number of layers + 3 3 = Pl-top and pl-bottom + 2 3 = Pl-top and pl-bottom + 99 2 = 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] + 3.00 = Width top rest profile [m] + 0.00 = X co-ordinate indicating start of zone [m] + 0.00 = Boundary of M.H.W influence at X [m] + 0.00 = Boundary of M.H.W influence at Y [m] + 1.19 = Required safety in zone 1a + 1.11 = Required safety in zone 1b + 1.00 = Required safety in zone 2a + 1.00 = Required safety in zone 2b + 0.00 = Left side minimum road [m] + 0.00 = Right side minimum road [m] + 0.90 = Required safety in zone 3a + 0.90 = Required safety in zone 3b + 1 Stability calculation at right side + 0.50 = Remolding reduction factor + 0.80 = Schematization reduction factor + 1 Overtopping condition less or equal 0.1 l/m/s +[HORIZONTAL BALANCE] +HorizontalBalanceXLeft=0.000 +HorizontalBalanceXRight=0.000 +HorizontalBalanceYTop=0.00 +HorizontalBalanceYBottom=0.00 +HorizontalBalanceNYInterval=1 +[END OF HORIZONTAL BALANCE] +[REQUESTED CIRCLE SLICES] + 30 = number of slices +[REQUESTED LIFT SLICES] + 50 = number of slices +[REQUESTED SPENCER SLICES] + 50 = number of slices +[SOIL RESISTANCE] +SoilResistanceDowelAction=1 +SoilResistancePullOut=1 +[END OF SOIL RESISTANCE] +[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=30 +GenerationCount=60 +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 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] +[MODEL SPECIAL] +IsAlternativeStrength=0 +IsAdditionalPorePressure=0 +[END OF MODEL SPECIAL] +[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 Data] + +[ZONE RESULTS] +[Column Indication] +X-Centrepoint +Y-Centrepoint +Radius +Stability factor +[End of Column Indication] +[Data] + 21.56 19.22 14.16 2.44 + 21.56 20.60 15.53 2.26 + 21.56 20.60 14.53 1.78 + 21.56 20.60 13.53 1.75 + 21.56 21.97 16.91 2.17 + 21.56 21.97 15.91 1.68 + 21.56 21.97 14.91 1.63 + 21.56 23.35 18.28 2.12 + 21.56 23.35 17.28 1.64 + 21.56 23.35 16.28 1.56 + 21.56 24.72 19.66 2.08 + 21.56 24.72 18.66 1.62 + 21.56 24.72 17.66 1.53 + 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18.000 0.000 0.000 0.000 10.729 -0.000 -0.000 1.217 0.000 0.000 1 +[End of Data] +[End of Strength and Loads] +[Stresses] +[Column Indication] +TotalStress +EffectiveStress +HydrostaticPore +AanpasPore +PnLinePore +ShearStress +NormalStress +LoadStress +NormalStress +WaterLoadStress +TotalPore +[End of Column Indication] +[Data] + 24.314 24.314 0.000 0.000 0.000 5.889 14.216 13.000 14.216 0.000 0.000 + 44.357 44.357 0.000 0.000 0.000 11.869 28.654 13.000 28.654 0.000 0.000 + 60.268 60.268 0.000 0.000 0.000 17.206 41.539 13.000 41.539 0.000 0.000 + 71.790 71.330 2.580 0.000 0.460 21.230 51.254 13.000 51.254 0.000 0.460 + 65.708 64.307 7.808 0.000 1.402 19.723 47.615 0.000 47.615 0.000 1.402 + 70.398 68.078 12.826 0.000 2.320 21.465 51.821 0.000 51.821 0.000 2.320 + 74.220 71.063 17.328 0.000 3.157 22.955 55.419 0.000 55.419 0.000 3.157 + 77.293 73.368 21.385 0.000 3.925 24.219 58.471 0.000 58.471 0.000 3.925 + 79.646 75.124 24.252 0.000 4.522 25.277 61.023 0.000 61.023 0.000 4.522 + 81.103 76.074 26.214 0.000 5.028 22.982 64.577 0.000 64.577 0.000 5.028 + 81.699 76.145 28.025 0.000 5.553 23.389 65.829 0.000 65.829 0.000 5.553 + 81.652 75.630 29.400 0.000 6.022 23.605 66.493 0.000 66.493 0.000 6.022 + 81.015 74.581 30.376 0.000 6.434 23.642 66.608 0.000 66.608 0.000 6.434 + 79.829 73.039 30.981 0.000 6.790 23.512 66.207 0.000 66.207 0.000 6.790 + 78.128 71.040 31.238 0.000 7.089 23.223 65.316 0.000 65.316 0.000 7.089 + 75.938 68.612 31.163 0.000 7.326 22.780 63.955 0.000 63.955 0.000 7.326 + 73.280 65.780 30.772 0.000 7.500 22.191 62.141 0.000 62.141 0.000 7.500 + 70.168 62.564 30.074 0.000 7.604 21.459 59.887 0.000 59.887 0.000 7.604 + 66.616 58.982 29.077 0.000 7.633 20.587 57.204 0.000 57.204 0.000 7.633 + 62.690 55.108 27.810 0.000 7.582 19.593 54.145 0.000 54.145 0.000 7.582 + 58.408 50.964 26.282 0.000 7.444 18.483 50.729 0.000 50.729 0.000 7.444 + 53.724 46.514 24.483 0.000 7.210 17.245 46.920 0.000 46.920 0.000 7.210 + 48.637 41.768 22.411 0.000 6.869 15.881 42.722 0.000 42.722 0.000 6.869 + 44.996 38.486 20.615 0.000 6.511 14.985 39.964 0.000 39.964 0.000 6.511 + 42.754 36.583 19.063 0.000 6.172 14.547 38.617 0.000 38.617 0.000 6.172 + 40.008 34.299 17.170 0.000 5.709 13.971 36.843 0.000 36.843 0.000 5.709 + 36.739 31.644 14.924 0.000 5.096 13.255 34.639 0.000 34.639 0.000 5.096 + 32.928 28.612 12.310 0.000 4.316 12.391 31.981 0.000 31.981 0.000 4.316 + 28.545 25.194 9.310 0.000 3.351 11.370 28.837 0.000 28.837 0.000 3.351 + 23.553 21.374 5.898 0.000 2.179 10.176 25.164 0.000 25.164 0.000 2.179 + 17.907 17.132 2.043 0.000 0.775 8.791 20.901 0.000 20.901 0.000 0.775 + 12.626 12.626 0.000 0.000 0.000 7.232 16.101 0.000 16.101 0.000 0.000 + 7.860 7.860 0.000 0.000 0.000 5.494 10.753 0.000 10.753 0.000 0.000 + 2.690 2.690 0.000 0.000 0.000 3.537 4.731 0.000 4.731 0.000 0.000 +[End of Data] +[End of Stresses] +[CUCalculates results} +[Column Indication] +PreLoadStress +Yieldstress +POP +OCR +Exponent +SFactor +[End of Column Indication] +[Data] + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 + 0.000 0.000 0.000 0.000 0.800 0.100 +[End of Data] +[End of CUCalculates results} +[End of Dump] + +[CALCULATION TIME] +00:00:02 +[END OF CALCULATION TIME] + +[End of Dump File] Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result NoOutput.sti =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result NoOutput.sti (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result NoOutput.sti (revision 432) @@ -0,0 +1 @@ \ No newline at end of file Index: dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/DGeoStabilityResultReader.cs =================================================================== diff -u -r430 -r432 --- dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/DGeoStabilityResultReader.cs (.../DGeoStabilityResultReader.cs) (revision 430) +++ dam failuremechanisms/damMacroStability/trunk/src/Deltares.DamMacroStability.Calculator/DGeoStabilityResultReader.cs (.../DGeoStabilityResultReader.cs) (revision 432) @@ -426,9 +426,7 @@ var foundMatch = false; var i = -1; - if (items.Length == 1 && StringsAreEqual(items[0], identifier)) - i = 0; - else if (items.Length > 1) + if (items.Length > 0) { foreach (var word in items) { Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs =================================================================== diff -u -r431 -r432 --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs (.../DGeoStabilityResultReaderTests.cs) (revision 431) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityResultReaderTests.cs (.../DGeoStabilityResultReaderTests.cs) (revision 432) @@ -1,6 +1,5 @@ using System; using System.IO; -using System.Linq.Expressions; using Deltares.DamMacroStability.Calculator; using NUnit.Framework; @@ -10,16 +9,19 @@ public class DGeoStabilityResultReaderTests { private const string TestFolder = @"..\..\Tests\Files"; - private const string TestFile = @"zuivering Gendt result.std"; + private const string TestFileInput = @"zuivering Gendt result.sti"; + private const string TestFileOutput = @"zuivering Gendt result.std"; + private const string TestFileInputNoOutput = @"zuivering Gendt result NoOutput.sti"; + private const string TestFileUplift = @"zuivering Gendt result Uplift.std"; private const string TestFileWithZonePlot = @"damWithZonePlotEnabled.std"; private const string TestFileWithZonePlotUplift = @"damWithZonePlotEnabledUplift.std"; [Test] public void TestReadSafetyFactor() { // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 - string expectedFileName = Path.Combine(TestFolder, TestFile); - var result = DGeoStabilityResultReader.ExtractStabilityResults(expectedFileName); + string inputFileName = Path.Combine(TestFolder, TestFileInput); + var result = DGeoStabilityResultReader.ExtractStabilityResults(inputFileName); Assert.GreaterOrEqual(1.276, result.Zone1.SafetyFactor); } @@ -99,14 +101,39 @@ public void TestCanParseFileContentsStability() { // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 - string fileName = Path.Combine(TestFolder, TestFile); + string fileName = Path.Combine(TestFolder, TestFileOutput); var contents = DGeoStabilityResultReader.GetFileContents(fileName); var result = DGeoStabilityResultReader.GetDGeoStabilityResults(contents); Assert.AreEqual(1.276, result.Zone1.SafetyFactor, 0.001); Assert.AreEqual(26.091, result.Zone1.CircleSurfacePointRightXCoordinate, 0.001); } [Test] + public void TestCorrectionSafetyFactorForUplift() + { + // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 + // but added that safetyfactor is divided by factor 1.05 when IsUpliftResults is true + string fileName = Path.Combine(TestFolder, TestFileUplift); + var contents = DGeoStabilityResultReader.GetFileContents(fileName); + var result = DGeoStabilityResultReader.GetDGeoStabilityResults(contents); + Assert.AreEqual(1.276 / 1.05, result.Zone1.SafetyFactor, 0.001); + } + + [Test] + public void TestCorrectionSafetyFactorForUpliftWithZone() + { + // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 + // but added that safetyfactor is divided by factor 1.05 when IsUpliftResults is true + string fileName = Path.Combine(TestFolder, TestFileWithZonePlotUplift); + var contents = DGeoStabilityResultReader.GetFileContents(fileName); + var result = DGeoStabilityResultReader.ParseZoneResults(contents, + (int)DGeoStabilityResultReader.StabilityZone.stabilityZone1a); + Assert.IsTrue(result != null); + var safetyFactor = ((DGeoStabilityResultReader.DGeoStabilityResultsSingleZone)result).SafetyFactor; + Assert.AreEqual(1.104 / 1.05, safetyFactor, 0.001); + } + + [Test] public void TestValidateIfFileContentsHasZonePlotEnabled() { // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 @@ -222,20 +249,6 @@ } [Test] - public void TestSafetyFactorForZoneResultsNoUplift() - { - // expected results are based on test in 'https://repos.deltares.nl/repos/dam/dam classic' revision 230 - // but added that safetyfactor is divided by factor 1.05 when IsUpliftResults is false - string fileName = Path.Combine(TestFolder, TestFileWithZonePlotUplift); - var contents = DGeoStabilityResultReader.GetFileContents(fileName); - var result = DGeoStabilityResultReader.ParseZoneResults(contents, - (int) DGeoStabilityResultReader.StabilityZone.stabilityZone1a); - Assert.IsTrue(result != null); - var safetyFactor = ((DGeoStabilityResultReader.DGeoStabilityResultsSingleZone) result).SafetyFactor; - Assert.AreEqual(1.104/1.05, safetyFactor, 0.001); - } - - [Test] public void TestInitStructs() { var results = new DGeoStabilityResultReader.DGeoStabilityResults(); @@ -549,17 +562,22 @@ } [Test] - [ExpectedException(typeof(FileNotFoundException), ExpectedMessage = "Projectfile 'NonExistingFolder' niet gevonden")] + [ExpectedException(typeof(FileNotFoundException), ExpectedMessage = "Projectfile 'NonExistingFile.sti' niet gevonden")] [SetUICulture("nl-NL")] public void TestThrowsExceptionWhenProjectDoesNotExist() { - DGeoStabilityResultReader.ExtractStabilityResults("NonExistingFolder"); + DGeoStabilityResultReader.ExtractStabilityResults("NonExistingFile.sti"); } + [Test] + [ExpectedException(typeof(DGeoStabilityResultReaderException), ExpectedMessage = "Kan geen veiligheidsfactor afleiden")] + [SetUICulture("nl-NL")] + public void TestThrowsExceptionWhenInputFileExistsButNoOuputFile() + { + string inputFileName = Path.Combine(TestFolder, TestFileInputNoOutput); + DGeoStabilityResultReader.ExtractStabilityResults(inputFileName); + } - - - #endregion } Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result.sti =================================================================== diff -u --- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result.sti (revision 0) +++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt result.sti (revision 432) @@ -0,0 +1 @@ \ No newline at end of file