#################################################### # # --- Command log file --- # PLAXIS 3D CONNECT Edition Version 22.02 # Tutorial - 06 # Construction of a road embankment # Case B - with drains # Requires PLAXIS 3D Advanced # Note: Use the PLAXIS Commands runner to execute this # #################################################### _setproperties "Title" "Tutorial 4B" _initializerectangular SoilContour 0 0 60 2 _borehole 0 0 _soillayer 0 _setsoillayerlevel Borehole_1 1 -3 _soillayer 0 _setsoillayerlevel Borehole_1 2 -6 _soillayer 0 _setsoillayerlevel Borehole_1 3 -10 _set Borehole_1.Head -1 _soilmat "Identification" "Embankment" "SoilModel" "Hardening Soil" "Colour" 15262369 "gammaUnsat" 16 "gammaSat" 19 "E50Ref" 25000 "EOedRef" 25000 "EURRef" 75000 "cRef" 1 "phi" 30 "UseDefaults" True "GroundwaterClassificationType" "USDA" "GroundwaterSoilClassUSDA" "Loamy sand" "GwUseDefaults" True "GwDefaultsMethod" "From data set" _soilmat "Identification" "Sand" "SoilModel" "Hardening Soil" "Colour" 10676870 "gammaUnsat" 17 "gammaSat" 20 "E50Ref" 35000 "EOedRef" 35000 "EURRef" 105000 "phi" 33 "psi" 3 "UseDefaults" True "GroundwaterClassificationType" "USDA" "GroundwaterSoilClassUSDA" "Sand" "GwUseDefaults" True "GwDefaultsMethod" "From data set" _soilmat "Identification" "Peat" "SoilModel" "Soft Soil" "DrainageType" "Undrained A" "Colour" 10283244 "gammaUnsat" 8 "gammaSat" 12 "eInit" 2 "lambdaModified" 0.15 "kappaModified" 0.03 "cRef" 2 "phi" 23 "UseDefaults" True "GroundwaterClassificationType" "USDA" "GroundwaterSoilClassUSDA" "Clay" "GwUseDefaults" False "PermHorizontalPrimary" 0.1 "PermHorizontalSecondary" 0.1 "PermVertical" 0.05 "VoidRatioDependency" True "Ck" 1 "POP" 5 _soilmat "Identification" "Clay" "SoilModel" "Soft Soil" "DrainageType" "Undrained A" "Colour" 16377283 "gammaUnsat" 15 "gammaSat" 18 "eInit" 1 "lambdaModified" 0.05 "kappaModified" 0.01 "cRef" 1 "phi" 25 "UseDefaults" True "GroundwaterClassificationType" "USDA" "GroundwaterSoilClassUSDA" "Clay" "GwUseDefaults" False "PermHorizontalPrimary" 0.04752 "PermHorizontalSecondary" 0.04752 "PermVertical" 0.04752 "VoidRatioDependency" True "Ck" 0.2 _set Soillayer_1.Soil.Material Peat _set Soillayer_2.Soil.Material Clay _set Soillayer_3.Soil.Material Sand _gotostructures _surface (0 0 0) (0 0 4) (8 0 4) (20 0 0) _line 0 0 2 14 0 2 _extrude (Line_1 Polygon_1) 0 2 0 _delete (Polygon_1 Line_1 Point_1 Point_2) _setmaterial Volume_1.Soil Embankment _linedrain 1 1 0 1 1 -6 _arrayr (Line_1) 10 2 0 0 _gotomesh _set (Volume_1_1.CoarsenessFactor Volume_1_2.CoarsenessFactor BoreholeVolume_1_1.CoarsenessFactor BoreholeVolume_2_1.CoarsenessFactor BoreholeVolume_3_1.CoarsenessFactor) 0.3 _mesh 0.075 256 True 1.2 0.005 _gotostages _set GroundwaterFlow.BoundaryXMin InitialPhase "Closed" _set GroundwaterFlow.BoundaryYMin InitialPhase "Closed" _set GroundwaterFlow.BoundaryYMax InitialPhase "Closed" _set GroundwaterFlow.BoundaryZMin InitialPhase "Open" _phase InitialPhase _set Model.CurrentPhase Phase_1 _set Phase_1.Identification "First construction" _set Phase_1.DeformCalcType "Consolidation" _set Phase_1.TimeInterval 2 _activate Volume_1_2 Phase_1 _phase Phase_1 _set Model.CurrentPhase Phase_2 _set Phase_2.Identification "First consolidation" _set Phase_2.DeformCalcType "Consolidation" _set Phase_2.TimeInterval 30 _phase Phase_2 _set Model.CurrentPhase Phase_3 _set Phase_3.Identification "Final construction" _set Phase_3.DeformCalcType "Consolidation" _set Phase_3.TimeInterval 1 _activate Volume_1_1 Phase_3 _phase Phase_3 _set Model.CurrentPhase Phase_4 _set Phase_4.Identification "Long term consolidation" _set Phase_4.DeformCalcType "Consolidation" _set Phase_4.Deform.LoadingType "Minimum excess pore pressure" _selectmeshpoints /Output acp "Node" (20 0 0) /Output acp "Node" (0.7 0 -3) /Output update ###################### # Adding Safety phases ###################### _set Model.CurrentPhase Phase_1 _phase Phase_1 _set Model.CurrentPhase Phase_5 _set Phase_5.Identification "Safety: First construction" _set Phase_5.DeformCalcType "Safety" _set Phase_5.Deform.ResetDisplacementsToZero True _phase Phase_2 _set Phase_6.Identification "Safety: First consolidation" _set Phase_6.DeformCalcType "Safety" _set Phase_6.Deform.ResetDisplacementsToZero True _phase Phase_3 _set Phase_7.Identification "Safety: Final construction" _set Phase_7.DeformCalcType "Safety" _set Phase_7.Deform.ResetDisplacementsToZero True _phase Phase_4 _set Phase_8.Identification "Safety: Long term consolidation" _set Phase_8.DeformCalcType "Safety" _set Phase_8.Deform.ResetDisplacementsToZero True ########################### # Part B: Activating drains ########################### _set Model.CurrentPhase Phase_1 _phase Phase_1 _set Model.CurrentPhase Phase_9 _set Phase_9.Identification "With drains: First construction" _activate LineDrains Phase_9 _set Phase_9.PreviousPhase InitialPhase _set Phase_9.DeformCalcType "Consolidation" _set Phase_9.TimeInterval 1 _set Model.CurrentPhase Phase_2 _phase Phase_2 _set Model.CurrentPhase Phase_10 _set Phase_10.Identification "With drains: First consolidation" _activate LineDrains Phase_10 _set Phase_10.PreviousPhase Phase_9 _set Phase_10.DeformCalcType "Consolidation" _set Phase_10.TimeInterval 1 _set Model.CurrentPhase Phase_3 _phase Phase_3 _set Model.CurrentPhase Phase_11 _set Phase_11.Identification "With drains: Final construction" _activate LineDrains Phase_11 _set Phase_11.PreviousPhase Phase_10 _set Phase_11.DeformCalcType "Consolidation" _set Phase_11.TimeInterval 1 _set Model.CurrentPhase Phase_4 _phase Phase_4 _set Model.CurrentPhase Phase_12 _activate LineDrains Phase_12 _set Phase_12.Identification "With drains: Long term consolidation" _set Phase_12.PreviousPhase Phase_11 _set Phase_12.DeformCalcType "Consolidation" _set Phase_12.Deform.LoadingType "Minimum excess pore pressure"