#################################################### # # --- Command log file --- # PLAXIS 3D CONNECT Edition Version 21 # Tutorial - 02 # Excavation in sand # Note: Use the PLAXIS Commands runner to execute this # #################################################### _initializerectangular SoilContour 0 0 80 50 _setproperties "Title" "Tutorial 2" _borehole 0 0 _soillayer 0 _setsoillayerlevel Borehole_1 1 -1 _soillayer 0 _setsoillayerlevel Borehole_1 2 -9.5 _soillayer 0 _setsoillayerlevel Borehole_1 3 -11 _soillayer 0 _setsoillayerlevel Borehole_1 4 -20 _set Borehole_1.Head -4 _soilmat "MaterialName" "Fill" "Colour" 15262369 "SoilModel" 3 "InterfaceStrength" 1 "Gref" 27500 "cref" 1 "phi" 30 "gammaUnsat" 16 "gammaSat" 20 "Rinter" 0.65 "ninit" 0.333333333333333 "KwRefN" 2704166.66666666 "nu" 0.2 "E50ref" 22000 "M" 1.02794843675115 "K0nc" 0.5 _soilmat "MaterialName" "Sand" "Colour" 10676870 "SoilModel" 3 "InterfaceStrength" 1 "Gref" 53750 "cref" 1 "phi" 34 "psi" 4 "gammaUnsat" 17 "gammaSat" 20 "Rinter" 0.7 "ninit" 0.333333333333333 "KwRefN" 5285416.66666666 "nu" 0.2 "E50ref" 43000 "EoedRef" 22000 "M" 1.08322571278608 "K0nc" 0.440807096529253 _soilmat "MaterialName" "Soft Clay" "Colour" 10283244 "SoilModel" 3 "DrainageType" 1 "InterfaceStrength" 1 "Gref" 4166.66666666667 "cref" 5 "phi" 25 "gammaUnsat" 16 "gammaSat" 17 "Rinter" 0.5 "ninit" 0.333333333333333 "KwRefN" 409722.222222222 "OCR" 1.5 "nu" 0.2 "E50ref" 2000 "EurRef" 10000 "powerm" 1 "M" 0.769646740720563 "K0nc" 0.577381738259301 _setmaterial Soillayer_1.Soil Fill _setmaterial Soillayer_3.Soil SoftClay _setmaterial (Soillayer_2.Soil Soillayer_4.Soil) Sand _gotostructures _surface (30 20 0) (30 32 0) (50 32 0) (50 20 0) _extrude (Polygon_1) 0 0 -1 _extrude (Polygon_1) 0 0 -6.5 _extrude (Polygon_1) 0 0 -11 _decomposesrf Volume_3 _delete (Polygon_1) _delete (Polygon_Volume_3_1) _beam 30 20 -1 30 32 -1 _beam Point_2 50 32 -1 _beam Point_3 50 20 -1 _beam Point_4 30 20 -1 _beam 35 20 -1 35 32 -1 _beammat "MaterialName" "Strut" "A" 0.007367 "w" 78.5 "E" 210000000 "Iyy" 5.073E-05 "Izz" 5.073E-05 _beammat "MaterialName" "Waling" "Colour" 15666410 "A" 0.008682 "w" 78.5 "E" 210000000 "Iyy" 0.0001045 "Izz" 0.000366 _setmaterial Line_5.Beam Strut _setmaterial (Line_1.Beam Line_2.Beam Line_3.Beam Line_4.Beam) Waling _arrayr (Line_5) 3 5 0 0 _n2nanchor 30 24 -1 21 24 -7 _n2nanchor 50 24 -1 59 24 -7 _embeddedbeam 21 24 -7 18 24 -9 _embeddedbeam 59 24 -7 62 24 -9 _anchormat "MaterialName" "Node-to-node anchor" "EA" 650000 _embeddedbeammat "MaterialName" "Grout" "E" 30000000 "w" 24 "A" 0.01539380400259 "Iyy" 1.88574099031728E-05 "Izz" 1.88574099031728E-05 "Tstart" 200 _setmaterial (Line_8.NodeToNodeAnchor Line_9.NodeToNodeAnchor) NodetonodeAnchor _setmaterial (Line_10.EmbeddedBeam Line_11.EmbeddedBeam) Grout _arrayr (Line_8 Line_10 Line_9 Line_11) 2 0 4 0 _group (Line_8 Line_10 Line_12 Line_13 Line_9 Line_11 Line_14 Line_15) _rename Group_1 "GroundAnchors" _plate (Polygon_Volume_3_2 Polygon_Volume_3_3 Polygon_Volume_3_4 Polygon_Volume_3_5) _platemat "MaterialName" "Sheet pile wall" "d" 0.379 "w" 2.55 "E1" 14600000 "E2" 730000 "G12" 730000 "G13" 1270000 "G23" 382000 _setmaterial (Polygon_Volume_3_2.Plate Polygon_Volume_3_3.Plate Polygon_Volume_3_4.Plate Polygon_Volume_3_5.Plate) SheetPileWall _posinterface (Polygon_Volume_3_2 Polygon_Volume_3_3 Polygon_Volume_3_4 Polygon_Volume_3_5) _neginterface (Polygon_Volume_3_2 Polygon_Volume_3_3 Polygon_Volume_3_4 Polygon_Volume_3_5) _set (Polygon_Volume_3_2.AxisFunction Polygon_Volume_3_3.AxisFunction Polygon_Volume_3_4.AxisFunction Polygon_Volume_3_5.AxisFunction) "Manual" _set (Polygon_Volume_3_2.AxisVectorZ Polygon_Volume_3_3.AxisVectorZ Polygon_Volume_3_4.AxisVectorZ Polygon_Volume_3_5.AxisVectorZ) -1 _surfload 34 19 0 41 19 0 41 12 0 34 12 0 _gotomesh _set BoreholeVolume_1_Volume_1_Volume_2_Volume_3_1.CoarsenessFactor 0.25 _mesh 0.075 256 False _gotostages _phase InitialPhase _set Model.CurrentPhase Phase_1 _deactivate (Soil_1_Soil_5_Soil_6_Soil_7_1) Phase_1 _activate Plates Phase_1 _activate Interfaces Phase_1 _phase Phase_1 _set Model.CurrentPhase Phase_2 _activate Beams Phase_2 _phase Phase_2 _set Model.CurrentPhase Phase_3 _activate GroundAnchors Phase_3 _set NodeToNodeAnchor_1_1.AdjustPrestress Phase_3 True _set NodeToNodeAnchor_1_1.PrestressForce Phase_3 200 _set NodeToNodeAnchor_2_1.AdjustPrestress Phase_3 True _set NodeToNodeAnchor_2_1.PrestressForce Phase_3 200 _set NodeToNodeAnchor_3_1.AdjustPrestress Phase_3 True _set NodeToNodeAnchor_3_1.PrestressForce Phase_3 200 _set NodeToNodeAnchor_4_1.AdjustPrestress Phase_3 True _set NodeToNodeAnchor_4_1.PrestressForce Phase_3 200 _phase Phase_3 _set Model.CurrentPhase Phase_4 _set WaterConditions_2_WaterConditions_6_WaterConditions_7_1.Conditions Phase_4 "Dry" _deactivate (Soil_2_Soil_6_Soil_7_1) Phase_4 _set WaterConditions_2_WaterConditions_7_1.Conditions Phase_4 "Head" _set WaterConditions_2_WaterConditions_7_1.RefPos Phase_4 -6.5 _set WaterConditions_3_WaterConditions_7_1.Conditions Phase_4 "Interpolate" _phase Phase_4 _set Model.CurrentPhase Phase_5 _activate SurfaceLoads Phase_5 _set SurfaceLoad_1_1.sigz Phase_5 -20 _selectmeshpoints /Output acp "StressPoint" 37.2775 19.1997 -1.6953 #Point near (37.5 19 -1.5) /Output acp "StressPoint" 37.4526 18.9864 -5.00 #Point near (37.5 19 -5) /Output acp "StressPoint" 37.8569 19.3928 -6.00 #Point near (37.5 19 -6) /Output acp "StressPoint" 37.8070 18.9279 -7.00 #Point near (37.5 19 -7) /Output update