Plaxis Code for slope

_initializerectangular SoilContour 0 0 7 5 _setproperties "Title" "trial_1" "Comments" "" "UnitForce" "kN" "UnitLength" "m" "UnitTime" "day" "Gravity" 9.81 "WaterWeight" 10 _borehole 0 0 _soillayer 0 _setsoillayerlevel Borehole_1 1 -1.5 _soilmat "Comments" "" "MaterialName" "Tutorial 2- Sand" "Colour" 10676870 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "SoilModel" 3 "UserDefinedIndex" 0 "DrainageType" 0 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 1 "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]" "UseAlternatives" False "TensionCutOff" True 53750 0.2 34 1 4 0 0 0 17 20 0 0 0.7 0 0 0 0 0 0 0.333333333333333 0 0.999 0 0 0 0 1.00000000000000000E+015 0.495 0 0 1.08322571278608 2.89443360362375 0 0.5 100 82636.4562751391 0.9 22000 0.440807096529253

_initializerectangular SoilContour 0 0 7 5 _setproperties "Title" "trial_2" "Comments" "" "UnitForce" "kN" "UnitLength" "m" "UnitTime" "day" "Gravity" 9.81 "WaterWeight" 10 _gotostructures _surface 0 0 0 0 5 0 0 5 -1.5 0 0 -1.5 0 0 0 _extrude (Polygon_1) 7 0 0 _soilmat _set Soil_1.Material SoilMat_1 _plate 3.25 0 0 3.75 0 0 3.75 5 0 3.25 5 0 _platemat "Comments" "" "MaterialName" "Tutorial 1b- Basement floor" "Colour" 16725301 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "IsLinear" True "IsIsotropic" True "IsEndBearing" False "NormalX" 0 "NormalY" 0 "NormalZ" 0 "XYListNXXEpsilonXX" "[]" "XYListNYYEpsilonYY" "[]" "XYListQXYGammaXX" "[]" "XYListQXZPsiXX" "[]" "XYListQYZPsiYX" "[]" "XYListMXXKappaXX" "[]" "XYListMYYKappaYY" "[]" "XYListMXYKappaXY" "[]" "d" 0.5 "w" 15 "E1" 30000000 "E2" 30000000 "Nu12" 0.15 "Nu22" 0.15 "Nu13" 0.15 "G12" 13043478.2608696 "G13" 13043478.2608696 "G23" 13043478.2608696 "RayleighAlpha" 0 "RayleighBeta" 0 _set Plate_1.Material Tutorial1bBasementFloor _sps Tutorial1bBasementFloor "Comments" "" "MaterialName" "Tutorial 1b- Basement floor" "Colour" 16725301 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "IsLinear" True "IsIsotropic" True "IsEndBearing" False "NormalX" 0 "NormalY" 0 "NormalZ" 0 "XYListNXXEpsilonXX" "[]" "XYListNYYEpsilonYY" "[]" "XYListQXYGammaXX" "[]" "XYListQXZPsiXX" "[]" "XYListQYZPsiYX" "[]" "XYListMXXKappaXX" "[]" "XYListMYYKappaYY" "[]" "XYListMXYKappaXY" "[]" "d" 0.5 "w" 15 "E1" 30000000 "E2" 30000000 "Nu12" 0.15 "Nu22" 0.15 "Nu13" 0.15 "G12" 13043478.2608696 "G13" 13043478.2608696 "G23" 13043478.2608696 "RayleighAlpha" 0 "RayleighBeta" 0

43000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.7 0 0 0 0 0 0 0 0 0 0.440807096529253 0.440807096529253 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 0000000000000000000000000000 0000000000000000000000000000 00000000000000000000000 _sps Tutorial2Sand "Comments" "" "MaterialName" "Tutorial 2- Sand" "Colour" 10676870 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "SoilModel" 2 "UserDefinedIndex" 0 "DrainageType" 0 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 0 "ConsiderGapClosure" True "K0PrimaryIsK0Secondary" True "K0Determination" 1 "DefaultValuesAdvanced" False "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]" "TensionCutOff" False 43000 0.25 30 1 10 0 0 0 17 17 0 0 1 0 0 10000000 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

_pointdispl 3.5 2.5 0 _set PointDisplacement_1.uz -0.5 _gotomesh _mesh 0.1 30 15 256 _viewmesh _gotostages _phase InitialPhase _setcurrentphase Phase_1 _setcurrentphase InitialPhase _setcurrentphase Phase_1 _activate Geometry Phase_1 _deactivate Soils Phase_1 _deactivate Geometry Phase_1 _activate Geometry Phase_1 _setcurrentphase InitialPhase _activate Geometry InitialPhase _deactivate Soils InitialPhase _deactivate Plates InitialPhase _deactivate PointDisplacements InitialPhase _activate Geometry InitialPhase _deactivate Plates InitialPhase _deactivate PointDisplacements InitialPhase _deactivate Geometry InitialPhase _setcurrentphase Phase_1 _gotosoil _delete SoilMat_1 _soilmat "Comments" "" "MaterialName" "Tutorial 2- Sand" "Colour" 10676870 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "SoilModel" 3 "UserDefinedIndex" 0 "DrainageType" 0 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 1 "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,

0000000000000000000000000000 0000000000000000000000000010 0 0 0 0 0 0 0 0 0.5 0.5 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 0000000000000000000000000000 0000000000000000000000000000 00000000000000000000000 _set Soil_1.Material Tutorial2Sand _gotostructures _plate 3.25 0 0 3.75 0 0 3.75 5 0 3.25 5 0 _platemat "Comments" "" "MaterialName" "Tutorial 1b- Basement floor" "Colour" 16725301 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "IsLinear" True "IsIsotropic" True "IsEndBearing" False "NormalX" 0 "NormalY" 0 "NormalZ" 0 "XYListNXXEpsilonXX" "[]" "XYListNYYEpsilonYY" "[]" "XYListQXYGammaXX" "[]" "XYListQXZPsiXX" "[]" "XYListQYZPsiYX" "[]" "XYListMXXKappaXX" "[]" "XYListMYYKappaYY" "[]" "XYListMXYKappaXY" "[]" "d" 0.5 "w" 15 "E1" 30000000 "E2" 30000000 "Nu12" 0.15 "Nu22" 0.15 "Nu13" 0.15 "G12" 13043478.2608696 "G13" 13043478.2608696 "G23" 13043478.2608696 "RayleighAlpha" 0 "RayleighBeta" 0 _sps Tutorial1bBasementFloor "Comments" "" "MaterialName" "Tutorial 1b- Basement floor" "Colour" 16725301 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "IsLinear" True "IsIsotropic" True "IsEndBearing" False "NormalX" 0 "NormalY" 0 "NormalZ" 0 "XYListNXXEpsilonXX" "[]" "XYListNYYEpsilonYY" "[]" "XYListQXYGammaXX" "[]" "XYListQXZPsiXX" "[]" "XYListQYZPsiYX" "[]" "XYListMXXKappaXX" "[]" "XYListMYYKappaYY" "[]" "XYListMXYKappaXY" "[]" "d" 0.5 "w" 15 "E1" 30000000 "E2" 30000000 "Nu12" 0.15 "Nu22" 0.15 "Nu13" 0.15 "G12" 13043478.2608696 "G13" 13043478.2608696 "G23" 13043478.2608696 "RayleighAlpha" 0 "RayleighBeta" 0 _set Plate_1.Material Tutorial1bBasementFloor

0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 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]" "UseAlternatives" False "TensionCutOff" True 53750 0.2 34 1 4 0 0 0 17 20 0 0 0.7 0 0 0 0 0 0 0.333333333333333 0 0.999 0 0 0 0 1.00000000000000000E+015 0.495 0 0 1.08322571278608 2.89443360362375 0 0.5 100 82636.4562751391 0.9 22000 0.440807096529253 43000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.7 0 0 0 0 0 0 0 0 0 0.440807096529253 0.440807096529253 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 0000000000000000000000000000 0000000000000000000000000000 00000000000000000000000 _sps Tutorial2Sand "Comments" "" "MaterialName" "Tutorial 2- Sand" "Colour" 10676870 "MaterialNumber" 0 "LoadCaseRef0" "" "LoadCaseRef1" "" "LoadCaseRef2" "" "LoadCaseRef3" "" "LoadCaseRef4" "" "LoadCaseRef5" "" "LoadCaseRef6" "" "LoadCaseRef7" "" "LoadCaseRef8" "" "LoadCaseRef9" "" "SoilModel" 2 "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]"

_pointdispl 3.5 2.5 0 _set PointDisplacement_1.uz -0.5 _gotomesh _mesh 0.1 30 15 256 _viewmesh _gotostages _phase InitialPhase _setcurrentphase Phase_1 _setcurrentphase InitialPhase _setcurrentphase Phase_1 _activate Plates Phase_1 _activate PointDisplacements Phase_1 selectmeshpoints _calculate _view Phase_1 _gotosoil _gotostages _view Phase_1

"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]" "TensionCutOff" True 43000 0.25 30 1 10 0 0 0 17 17 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 0000000000000000000000000000 0000000000000000000000000000 0 0 1 0 0 0 0 0 0 0 0 0 0.5 0.5 1 0 0 -1.06 -2.37 0 0 10000 1 0.0620347394540943 3.83 1.3774 1.25 0 1000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 _set Soil_1.Material Tutorial2Sand _gotostructures _gotostages _gotomesh _mesh 0.1 30 15 256 _gotostages selectmeshpoints _calculate _view Phase_1 _view Phase_1 _gotosoil