Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/expectedTest.sti =================================================================== diff -u -r877 -r1454 --- DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/expectedTest.sti (.../expectedTest.sti) (revision 877) +++ DamEngine/trunk/src/Deltares.DamEngine.Calculators.Tests/KernelWrappers/DamMacroStabilityCommon/TestData/expectedTest.sti (.../expectedTest.sti) (revision 1454) @@ -1,18 +1,18 @@ -Input file for DGSMstabDAM : Stability of earth slopes. +Input file for DGSMStabDam : Stability of earth slopes. ============================================================================== COMPANY : -LICENSE : Unknown -DATE : 23-10-2017 -TIME : 11:59:31 -FILENAME : D:\src\dam\dam engine\trunk\data\DAM Tutorial Design\DAM Tutorial Design.Calc\Stability\Bishop\Loc(DWP_1)_Sce(1)_Pro(DWP_1_sti)_Ite(0).sti -CREATED BY : DGeoStability version 15.1.2.4 + +DATE : 4/16/2018 +TIME : 14:42:07 +FILENAME : KernelWrappers\DamMacroStabilityCommon\TestData\test.sti +CREATED BY : DGeoStability version 18.1.1.1 ========================== BEGINNING OF DATA ========================== [VERSION] -Soil=1001 +Soil=1003 Geometry=1000 StressCurve=1000 BondStressDiagram=1000 -D-Geo Stability=1004 +D-Geo Stability=1008 [END OF VERSION] [SOIL COLLECTION] @@ -29,7 +29,7 @@ SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=30.00 -SoilDilatancy=0.00 +SoilDilatancy=30.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 @@ -38,14 +38,17 @@ SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 -StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 -xCoorSoilPc=-100.000 -yCoorSoilPc=-100.000 -IsPopCalculated=0 -IsOCRCalculated=0 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 SoilIsAquifer=1 SoilUseProbDefaults=1 SoilStdCohesion=0.00 @@ -118,7 +121,7 @@ SoilRestSlope=0 SoilCohesion=2.00 SoilPhi=20.50 -SoilDilatancy=0.00 +SoilDilatancy=20.50 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 @@ -127,14 +130,17 @@ SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 -StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 -xCoorSoilPc=-100.000 -yCoorSoilPc=-100.000 -IsPopCalculated=0 -IsOCRCalculated=0 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 @@ -207,7 +213,7 @@ SoilRestSlope=0 SoilCohesion=3.50 SoilPhi=18.50 -SoilDilatancy=0.00 +SoilDilatancy=18.50 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 @@ -216,14 +222,17 @@ SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 -StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 -xCoorSoilPc=-100.000 -yCoorSoilPc=-100.000 -IsPopCalculated=0 -IsOCRCalculated=0 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 @@ -296,7 +305,7 @@ SoilRestSlope=0 SoilCohesion=5.00 SoilPhi=23.80 -SoilDilatancy=0.00 +SoilDilatancy=23.80 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 @@ -305,14 +314,17 @@ SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 -StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 -xCoorSoilPc=-100.000 -yCoorSoilPc=-100.000 -IsPopCalculated=0 -IsOCRCalculated=0 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 @@ -385,7 +397,7 @@ SoilRestSlope=0 SoilCohesion=0.00 SoilPhi=27.00 -SoilDilatancy=0.00 +SoilDilatancy=27.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 @@ -394,14 +406,17 @@ SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 -StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 -xCoorSoilPc=-100.000 -yCoorSoilPc=-100.000 -IsPopCalculated=0 -IsOCRCalculated=0 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 @@ -474,7 +489,7 @@ SoilRestSlope=0 SoilCohesion=5.00 SoilPhi=21.00 -SoilDilatancy=0.00 +SoilDilatancy=21.00 SoilCuTop=0.00 SoilCuBottom=0.00 SoilCuGradient=0.00 @@ -483,14 +498,17 @@ SoilMatStrengthType=0 SoilProbInputValues=0 SoilRatioCuPc=0.22 +SoilStrengthIncreaseExponent=0.80 +SoilPOPTop=0.00 +SoilPOPBottom=0.00 +SoilAdditionalFactorLEM=1.00 SoilPc=0.00E+00 -StrengthIncreaseExponent=0.70 SoilPOP=10.00 SoilRheologicalCoefficient=0.00 -xCoorSoilPc=-100.000 -yCoorSoilPc=-100.000 -IsPopCalculated=0 -IsOCRCalculated=0 +SoilXCoorSoilPc=-100.000 +SoilYCoorSoilPc=-100.000 +SoilIsPopCalculated=0 +SoilIsOCRCalculated=0 SoilIsAquifer=0 SoilUseProbDefaults=1 SoilStdCohesion=0.00 @@ -1141,6 +1159,7 @@ +[END OF RUN IDENTIFICATION TITLES] [MODEL] 1 : Bishop 1 : C phi @@ -1155,8 +1174,10 @@ 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 @@ -1180,36 +1201,42 @@ 1 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 0 capillary water not included -[degree Temporary loads] +[END OF DEGREE OF CONSOLIDATION] +[DEGREE TEMPORARY LOADS] 100 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 capillary water not included -[degree Free water(Cu)] +[END OF DEGREE TEMPORARY LOADS] +[DEGREE EARTH QUAKE] 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 -[degree earth quake] - 100 100 100 100 100 100 100 100 100 100 - 100 100 100 100 100 +[END OF DEGREE EARTH QUAKE] [CIRCLES] 40.085 65.085 26 X-direction 5.838 16.708 12 Y-direction 0.990 -3.358 9 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 -[UNIFORM LOADS ] +[END OF LINE LOADS] +[UNIFORM LOADS] 1 = number of items Verkeersbelasting 13.00 = magnitude 39.67 42.17 = xstart and xend 0.00 = distribution angle 2 = temporary load +[END OF UNIFORM LOADS] [TREE ON SLOPE] 0.00 = WindForce 0.00 = XCoordinate @@ -1221,31 +1248,44 @@ 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] 1.50 [m] -[Slip Circle Selection] +[END OF MINIMAL REQUIRED CIRCLE DEPTH] +[SLIP CIRCLE SELECTION] IsMinXEntryUsed=0 IsMaxXEntryUsed=0 XEntryMin=0.00 XEntryMax=0.00 -[End of Slip Circle Selection] +[END OF SLIP CIRCLE SELECTION] [START VALUE SAFETY FACTOR] 1.000 [-] -[REFERENCE LEVEL CU] - -1 +[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 @@ -1272,6 +1312,7 @@ 1 1 = Pl-top and pl-bottom 1 1 = Pl-top and pl-bottom 1 99 = 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 @@ -1280,8 +1321,7 @@ 0 = Use contribution of end section 0.00 = Lateral stress ratio 0.25 = Coefficient of variation contribution edge of section -[WATER PRESSURE ON HORIZONTAL BAR] - 0 Use water pressure on horizontal bar +[END OF MODEL FACTOR] [CALCULATION OPTIONS] MoveCalculationGrid=1 ProbCalculationType=2 @@ -1349,6 +1389,7 @@ 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 @@ -1358,10 +1399,13 @@ [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