#################################################### # # --- Command log file --- # PLAXIS 2D CONNECT Edition Version 21 # Tutorial - 08 # Construction of a road embankment # Note: Use the PLAXIS Commands runner to execute this # #################################################### _initializerectangular SoilContour 0 -10 60 4 _setproperties "Title" "" "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 _soillayer 0 _soillayer 0 _set Soillayer_1.Zones[0].Bottom -3 _set Soillayer_2.Zones[0].Bottom -6 _set Soillayer_3.Zones[0].Bottom -10 _set Borehole_1.Head -1 _soilmat "Comments" "" "Metadata" "" "MaterialName" "Embankment" "Colour" 15262369 "MaterialNumber" 0 "SoilModel" 3 "UserDefinedIndex" 0 "DrainageType" 0 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 0 "InterfaceStiffness" 0 "ConsiderGapClosure" True "K0PrimaryIsK0Secondary" True "K0Determination" 1 "SolidThermalExpansion" 1 "UnfrozenWaterContent" 0 "TableUnfrozenWaterContent" "[]" "CrossPermeability" 0 "DefaultValuesAdvanced" True "DataSetFlow" 2 "ModelFlow" 0 "UDModelFlow" 0 "SoilTypeFlow" 0 "LowerUpper" 0 "UsdaSoilType" 1 "StaringUpperSoilType" 0 "StaringLowerSoilType" 0 "M50" 0 "UseDefaultsFlow" 1 "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 "einit" 0.5 "emin" 0 "emax" 999 "SkemptonB" 0.986622073578595 "KwRefN" 3072916.66666666 "VolumetricSpecificStorage" 3.2542372881356E-6 "SolidThermalExpansionTotal" 0 "DrainageConductivity" 0 "EurRef" 75000 "ErefOed50" 1 "ErefUr50" 3 "Cc" 0.0138 "Cs" 0.00414 31250 0.2 30 1 0 0 0 0 16 19 3.4992 3.4992 1 3.4992 0 0 0 0 0 0.333333333333333 0 0.999 0 0 0 0 1.0000000000000000E+015 0.495 0 0 1.02794843675115 1.62375132705946 0 0.5 100 23285.7585535768 0.9 25000 0.5 25000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 0 0.5 0.5 1 0 0 -0.5 -1.04 0 0 10000 1 0.139024390243902 12.4 2.28 0.5 0 1 201 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 6 11 83 0 0 0 0 0 0 0 _soilmat "Comments" "" "Metadata" "" "MaterialName" "Sand" "Colour" 10676870 "MaterialNumber" 0 "SoilModel" 3 "UserDefinedIndex" 0 "DrainageType" 0 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 0 "InterfaceStiffness" 0 "ConsiderGapClosure" True "K0PrimaryIsK0Secondary" True "K0Determination" 1 "SolidThermalExpansion" 1 "UnfrozenWaterContent" 0 "TableUnfrozenWaterContent" "[]" "CrossPermeability" 0 "DefaultValuesAdvanced" True "DataSetFlow" 2 "ModelFlow" 0 "UDModelFlow" 0 "SoilTypeFlow" 0 "LowerUpper" 0 "UsdaSoilType" 0 "StaringUpperSoilType" 0 "StaringLowerSoilType" 0 "M50" 0 "UseDefaultsFlow" 1 "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 "einit" 0.5 "emin" 0 "emax" 999 "SkemptonB" 0.986622073578595 "KwRefN" 4302083.33333333 "VolumetricSpecificStorage" 2.32445520581114E-6 "SolidThermalExpansionTotal" 0 "DrainageConductivity" 0 "EurRef" 105000 "ErefOed50" 1 "ErefUr50" 3 "Cc" 0.00985714285714286 "Cs" 0.00295714285714286 43750 0.2 33 0 3 0 0 0 17 20 7.128 7.128 1 7.128 0 0 0 0 0 0.333333333333333 0 0.999 0 0 0 0 1.0000000000000000E+015 0.495 0 0 1.23317150026505 1.63237677883365 0 0.5 100 31215.3953371959 0.9 35000 0.455360964984973 35000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 0 0.455360964984973 0.455360964984973 1 0 0 -0.5 -1.01 0 0 10000 1 0.104651162790698 14.5 2.68 0.5 0 1 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 4 4 92 0 0 0 0 0 0 0 _soilmat "Comments" "" "Metadata" "" "MaterialName" "Peat" "Colour" 10283244 "MaterialNumber" 0 "SoilModel" 5 "UserDefinedIndex" 0 "DrainageType" 1 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 0 "InterfaceStiffness" 0 "ConsiderGapClosure" True "K0PrimaryIsK0Secondary" True "K0Determination" 1 "SolidThermalExpansion" 1 "UnfrozenWaterContent" 0 "TableUnfrozenWaterContent" "[]" "CrossPermeability" 0 "DefaultValuesAdvanced" True "DataSetFlow" 2 "ModelFlow" 0 "UDModelFlow" 0 "SoilTypeFlow" 0 "LowerUpper" 0 "UsdaSoilType" 11 "StaringUpperSoilType" 0 "StaringLowerSoilType" 0 "M50" 0 "UseDefaultsFlow" 0 "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 "einit" 2 "emin" 0 "emax" 998.999999999999 "Dinter" 0 "SkemptonB" 0.989010989010989 "KwRefN" 300000 "VolumetricSpecificStorage" 3.33333333333334E-5 "SolidThermalExpansionTotal" 0 "DrainageConductivity" 0 "Cc" 1.035 "Cs" 0.1035 3043.47826086957 0.15 23 2 0 0 0 0 8 12 0.1 0.05 1 0.1 0 0 0 0 0 0.666666666666667 0 0.999 0 0 0 0 1 0.495 0 0 1.27480481291195 5 0 1 100 0 0.609268871510726 0.03 0.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 0 1.0000000000000000E+010 1.0000000000000000E+010 1 5 0 -0.6 -21.42 0 0 10000 1 0.178947368421053 0.8 1.09 0.5 0 1 211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 70 13 17 0 0 0 0 0 0 0 _soilmat "Comments" "" "Metadata" "" "MaterialName" "Clay" "Colour" 16377283 "MaterialNumber" 0 "SoilModel" 5 "UserDefinedIndex" 0 "DrainageType" 1 "DilatancyCutOff" False "UndrainedBehaviour" 0 "InterfaceStrength" 0 "InterfaceStiffness" 0 "ConsiderGapClosure" True "K0PrimaryIsK0Secondary" True "K0Determination" 1 "SolidThermalExpansion" 1 "UnfrozenWaterContent" 0 "TableUnfrozenWaterContent" "[]" "CrossPermeability" 0 "DefaultValuesAdvanced" True "DataSetFlow" 2 "ModelFlow" 0 "UDModelFlow" 0 "SoilTypeFlow" 0 "LowerUpper" 0 "UsdaSoilType" 11 "StaringUpperSoilType" 0 "StaringLowerSoilType" 0 "M50" 0 "UseDefaultsFlow" 1 "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 "einit" 1 "emin" 0 "emax" 998.999999999999 "SkemptonB" 0.989010989010989 "KwRefN" 899999.999999999 "VolumetricSpecificStorage" 1.11111111111111E-5 "SolidThermalExpansionTotal" 0 "DrainageConductivity" 0 "Cc" 0.23 "Cs" 0.023 9130.4347826087 0.15 25 1 0 0 0 0 15 18 0.04752 0.04752 1 0.04752 0 0 0 0 0 0.5 0 0.999 0 0 0 0 0.2 0.495 0 0 1.36221642364439 5 0 1 100 0 0.5773817382593 0.01 0.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 0 0.5773817382593 0.5773817382593 1 0 0 -0.6 -21.42 0 0 10000 1 0.178947368421053 0.8 1.09 0.5 0 1 211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 70 13 17 0 0 0 0 0 0 0 _setmaterial Soillayer_1 Peat _setmaterial Soillayer_3 Sand _setmaterial Soillayer_2 Clay _gotostructures _polygon (0 0) (0 4) (8 4) (20 0) _setmaterial (Soil_4) Embankment _cutpoly (0 2) (14 2) _drain (1 0) (1 -5.999999999999999) _arrayr (Line_1) 10 2 0 _mergeequivalents Geometry _gotomesh _mesh 0.06 _gotostages _set GroundwaterFlow.BoundaryXMin InitialPhase "Closed" _set GroundwaterFlow.BoundaryYMin InitialPhase "Open" _phase InitialPhase _set Model.CurrentPhase Phase_1 _set Phase_1.Identification "First embankment construction" _set Phase_1.DeformCalcType "Consolidation" _set Phase_1.TimeInterval 2 _activate (Polygon_2_1) Phase_1 _phase Phase_1 _set Model.CurrentPhase Phase_2 _set Phase_2.Identification "First consolidation" _set Phase_2.DeformCalcType "Consolidation" _set Phase_2.TimeInterval 30 _phase Phase_2 _set Model.CurrentPhase Phase_3 _set Phase_3.Identification "Second embankment construction" _set Phase_3.DeformCalcType "Consolidation" _set Phase_3.TimeInterval 1 _activate (Polygon_1_1) Phase_3 _phase Phase_3 _set Model.CurrentPhase Phase_4 _set Phase_4.Identification "End of consolidation" _set Phase_4.DeformCalcType "Consolidation" _set Phase_4.Deform.LoadingType "Minimum excess pore pressure" _selectmeshpoints /output addcurvepoint "Node" Soil_5_1 (20 0) /output addcurvepoint "Node" Soil_1_1 (0 -3) /output update _set Model.CurrentPhase Phase_1 _phase Phase_1 _set Model.CurrentPhase Phase_5 _set Phase_5.Identification "FoS First embankment construction" _set Phase_5.DeformCalcType "Safety" _phase Phase_2 _set Phase_6.Identification "FoS First consolidation" _set Phase_6.DeformCalcType "Safety" _phase Phase_3 _set Phase_7.Identification "FoS Second embankment construction" _set Phase_7.DeformCalcType "Safety" _phase Phase_4 _set Phase_8.Identification "FoS End of consolidation" _set Phase_8.DeformCalcType "Safety" _set Model.CurrentPhase InitialPhase _phase InitialPhase _set Model.CurrentPhase Phase_9 _set Phase_9.Identification "First embankment construction with drains" _set Phase_9.DeformCalcType "Consolidation" _set Phase_9.TimeInterval 1 _activate (Polygon_2_1) Phase_9 _activate Drains Phase_9 _phase Phase_9 _set Model.CurrentPhase Phase_10 _set Phase_10.Identification "First consolidation with drains" _set Phase_10.DeformCalcType "Consolidation" _set Phase_10.TimeInterval 1 _phase Phase_10 _set Model.CurrentPhase Phase_11 _set Phase_11.Identification "Second embankment construction with drains" _set Phase_11.DeformCalcType "Consolidation" _set Phase_11.TimeInterval 1 _activate (Polygon_1_1) Phase_11 _phase Phase_11 _set Model.CurrentPhase Phase_12 _set Phase_12.Identification "End of consolidation with drains" _set Phase_12.DeformCalcType "Consolidation" _set Phase_12.Deform.LoadingType "Minimum excess pore pressure" _set Model.CurrentPhase InitialPhase _phase InitialPhase _set Model.CurrentPhase Phase_13 _set Phase_13.Identification "First embankment construction - Updated Mesh" _set Phase_13.DeformCalcType "Consolidation" _set Phase_13.TimeInterval 2 _set Phase_13.Deform.UseUpdatedMesh True _set Phase_13.Deform.UseUpdatedWaterPressures True _activate (Polygon_2_1) Phase_13 _phase Phase_13 _set Model.CurrentPhase Phase_14 _set Phase_14.Identification "First consolidation - Updated Mesh" _set Phase_14.DeformCalcType "Consolidation" _set Phase_14.TimeInterval 30 _phase Phase_14 _set Phase_15.Identification "Second embankment construction - Updated Mesh" _set Phase_15.DeformCalcType "Consolidation" _set Phase_15.TimeInterval 1 _activate (Polygon_1_1) Phase_15 _phase Phase_15 _set Phase_16.Identification "End of consolidation - Updated Mesh" _set Phase_16.DeformCalcType "Consolidation" _set Phase_16.Deform.LoadingType "Minimum excess pore pressure"