#+--------------------------------------------------+# #| |# #| PLAXIS 2D VALIDATION CASE |# #| Bi-axial shearing test with linear elastic model |# #| Version: PLAXIS 2D 2018.00 |# #| |# #+--------------------------------------------------+# # Geometry & Materials _initializerectangular SoilContour 0 0 1 1 _setproperties "Title" "Bi-axial shearing test with linear elastic model" "Comments" "" "UnitForce" "kN" "UnitLength" "m" "UnitTime" "day" "WaterWeight" 10 "ModelType" "Plane strain" "ElementType" "15-Noded" _gotostructures _polygon (0 0) (1 0) (1 1) (0 1) _soilmat "Comments" "" "MaterialName" "soil" "Colour" 15262369 "MaterialNumber" 0 "SoilModel" 1 "UserDefinedIndex" 0 "DrainageType" 0 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 0 "ConsiderGapClosure" True "K0PrimaryIsK0Secondary" True "K0Determination" 1 "DefaultValuesAdvanced" True "DataSetFlow" 0 "ModelFlow" 0 "UDModelFlow" 0 "SoilTypeFlow" 0 "LowerUpper" 0 "UsdaSoilType" 0 "StaringUpperSoilType" 0 "StaringLowerSoilType" 0 "M50" 0 "DefaultValuesFlow" False "TablePsiPermSat" "[0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0]" "SplinePsiPerm" "[0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0]" "SplinePsiSat" "[0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0]" 400 0.25 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0.333333333333333 0 0.999 0 0 0 0 1.00000000000000000E+015 0.495 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 1 0 0 -1.06 -2.37 0 0 10000 1 0.0620347394540943 3.83 1.3774 1.25 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _setmaterial (Soil_1) Soil _linedispl (0 0) (1 0) _set LineDisplacement_1.Displacement_y "Fixed" _pointdispl (Point_1) _set PointDisplacement_1.Displacement_x "Fixed" _set PointDisplacement_1.Displacement_y "Fixed" _lineload Line_1 _lineload Point_2 (1 1) _lineload Point_3 (0 1) _lineload Point_4 Point_1 _set (LineLoad_1.qy_start LineLoad_3.qy_start) 0 _set LineLoad_1.qx_start 1 _set LineLoad_3.qx_start -1 _set LineLoad_4.qy_start 1 # Meshing _gotomesh _set (Line_3_1.CoarsenessFactor) 1 _mesh 1.0000200000000001 false # Coarse (Relative element size=20) # Staged construction _gotostages _activate (Polygon_1_1) InitialPhase _phase InitialPhase _activate LineLoads Phase_1 _activate LineDisplacements Phase_1 _activate PointDisplacements Phase_1 _deactivate Deformations Phase_1 _set Deform_1.UseDefaultIterationParams False _set Deform_1.ToleratedError 0.001 # Run calculation and check results