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# 
# --- Command log file ---
# PLAXIS 2D 2025.1
# Tutorial - 02
# Drained and undrained stability of an embankment
# Note: Use the PLAXIS Commands runner to execute this
# 
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_initializerectangular SoilContour 0 -6 50 4
_setproperties "Title" "Drained and undrained stability of an embankment" "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].Bottom -6
_soilmat "Identification" "Embankment" "SoilModel" "Hardening Soil" "DrainageType" "Drained" "Colour" 15262369 "gammaUnsat" 16 "gammaSat" 16 "E50Ref" 15000 "EOedRef" 15000 "PowerM" 0.5 "cRef" 3 "phi" 30 "OCR" 1.0   
_soilmat "Identification" "Clay layer" "SoilModel" "Hardening Soil" "DrainageType" "Drained" "Colour" 10676870 "gammaUnsat" 13 "gammaSat" 13 "E50Ref" 5600 "EOedRef" 5000 "EURRef" 20000 "PowerM" 1 "cRef" 10  "phi" 25 "OCR" 1.2
_soilmat "Identification" "Clay layer - undrained" "SoilModel" "Hardening Soil" "DrainageType" "Undrained A" "Colour" 10283244 "gammaUnsat" 13 "gammaSat" 13 "E50Ref" 5600 "EOedRef" 5000 "EURRef" 20000  "PowerM" 1 "cRef" 10 "phi" 25  "OCR" 1.2
_setmaterial (Soil_1) ClayLayer
_gotostructures
_polygon (14 0) (22 4) (24 4) (36 0)
_setmaterial (Soil_2) Embankment
_mergeequivalents Geometry
_gotomesh
_mesh 0.04002
_gotostages
_phase InitialPhase
_set Model.CurrentPhase Phase_1
_set Phase_1.Identification "Drained construction"
_activate (Polygon_1_1) Phase_1
_phase Phase_1
_set Model.CurrentPhase Phase_2
_set Phase_2.PreviousPhase InitialPhase
_set Phase_2.Identification "Undrained construction"
_setmaterial (Soil_1_1) Phase_2 ClayLayerUndrained
_phase Phase_1
_set Model.CurrentPhase Phase_3
_set Phase_3.Identification "Safety factor drained"
_set Phase_3.DeformCalcType "Safety"
_set Phase_3.Deform.ResetDisplacementsToZero True
_phase Phase_2
_set Phase_4.Identification "Safety factor undrained"
_set Phase_4.DeformCalcType "Safety"
_set Phase_4.Deform.ResetDisplacementsToZero True
_selectmeshpoints
/output addcurvepoint "Node" Soil_2_1 18 2
/output update