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# 
# --- Command log file ---
# PLAXIS 2D 2025.1
# Tutorial - 03
# Submerged construction of an excavation
# Note: Use the PLAXIS Commands runner to execute this
# 
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_initializerectangular SoilContour 0 -30 65 20
_setproperties "Title" "Submerged construction of an excavation" "Company" "Bentley Systems Inc" "Comments" "" "UnitForce" "kN" "UnitLength" "m" "UnitTime" "day" "UnitTemperature" "K" "UnitEnergy" "kJ" "UnitPower" "kW" "WaterWeight" 10 "ReferenceTemperature" 293.15 "LiquidSpecificHeatCapacity" 4181.3 "LiquidThermalConductivity" 0.0006 "LiquidLatentHeat" 334000 "LiquidThermalExpansion" 0.00021 "LiquidTemperature" 293.15 "IceSpecificHeatCapacity" 2108 "IceThermalConductivity" 0.00222 "IceThermalExpansion" 5E-5 "VapourSpecificHeatCapacity" 1930 "VapourThermalConductivity" 2.5E-5 "VapourSpecificGasConstant" 461.5 "UseTemperatureDepWaterPropsTable" False "ModelType" "Plane strain" "ElementType" "15-Noded"
_borehole 0
_soillayer 0
_set Soillayer_1.Zones[0].Top 20
_soillayer 0
_set Soillayer_2.Zones[0].Bottom -30
_set Borehole_1.Head 18
_soilmat "Identification" "Clay" "SoilModel" "Hardening Soil" "DrainageType" "Undrained A" "Colour" 15262369 "gammaUnsat" 16 "gammaSat" 18 "E50Ref" 4000 "EOedRef" 3300 "EURRef" 12000 "nuUR" 0.15 "PowerM" 1 "cRef" 1  "phi" 25 "UseDefaults" False "K0NC" 0.5774 "GroundwaterClassificationType" "Standard" "GroundwaterSoilClassStandard" "Coarse" "GwUseDefaults" False "PermHorizontalPrimary" 0.001 "PermVertical" 0.001  "InterfaceStrengthDetermination" "Manual" "Rinter" 0.5 "POP" 5 "OCR" 1
_soilmat "Identification" "Sand" "SoilModel" "Hardening Soil" "DrainageType" "Drained" "Colour" 10676870 "gammaUnsat" 17 "gammaSat" 20 "E50Ref" 40000 "EOedRef" 40000 "phi" 32 "psi" 2 "UseDefaults" False "K0NC" 0.4701 "GroundwaterClassificationType" "Standard" "GroundwaterSoilClassStandard" "Coarse" "GwUseDefaults" False "PermHorizontalPrimary" 1 "PermVertical" 1 "InterfaceStrengthDetermination" "Manual" "Rinter" 0.67
_setmaterial Soillayer_1 Clay
_setmaterial Soillayer_2 Sand
_gotostructures
_platemat "Identification" "Diaphragm wall" "MaterialType" "Elastic" "Colour" 16711680 "W" 10 "EA1" 7500000 "EI" 1000000 "Isotropic" True 
_plate (50 20) (50 -10)
_setmaterial (Plate_1) DiaphragmWall
_posinterface (Line_1)
_neginterface (Line_1)
_line (50 18) (65 18)
_line (50 10) (65 10)
_anchormat "Identification" "Strut" "MaterialType" "Elastic" "LSpacing" 5 "EA" 2000000
_fixedendanchor (50 19)
_setmaterial (FixedEndAnchor_1) Strut
_set FixedEndAnchor_1.EquivalentLength 15
_lineload (43 20) (48 20)
_set LineLoad_1.qy_start -5
_mergeequivalents Geometry
_gotomesh
_mesh 0.06
_gotostages
_phase InitialPhase
_set Model.CurrentPhase Phase_1
_set Phase_1.Identification "External load"
_activate (Plate_1_5 Plate_1_4 Plate_1_3 Plate_1_2 Plate_1_1) Phase_1
_activate (PositiveInterface_1_5 PositiveInterface_1_4 PositiveInterface_1_3 PositiveInterface_1_2 PositiveInterface_1_1) Phase_1
_activate (NegativeInterface_1_5 NegativeInterface_1_4 NegativeInterface_1_3 NegativeInterface_1_2 NegativeInterface_1_1) Phase_1
_activate (LineLoad_1_1) Phase_1
_phase Phase_1
_set Model.CurrentPhase Phase_2
_set Phase_2.Identification "First excavation stage"
_deactivate (BoreholePolygon_1_1) Phase_2
_phase Phase_2
_set Model.CurrentPhase Phase_3
_set Phase_3.Identification "Installation of strut"
_activate (FixedEndAnchor_1_1) Phase_3
_phase Phase_3
_set Model.CurrentPhase Phase_4
_set Phase_4.Identification "Second (submerged) excavation stage"
_deactivate (BoreholePolygon_1_2) Phase_4
_phase Phase_4
_set Model.CurrentPhase Phase_5
_set Phase_5.Identification "Third excavation stage"
_deactivate (BoreholePolygon_1_4) Phase_5
_selectmeshpoints
/output addcurvepoint "Node" Plate_1_3 50 10
/output addcurvepoint "StressPoint" Soil_1_3 49.5 10
/output update