Solute transfer during consolidation based on a solid‐fluid‐solute coupling model

Summary The migration of contaminant through soil is usually modeled using the advection‐dispersion equation and assumes that the porous media is stationary without introducing a constitutive equation to represent soil structure. Consequently, time‐dependent deformation induced by soil consolidation...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2018-07, Vol.42 (10), p.1172-1196
Hauptverfasser:	Nomura, Shun, Kawai, Katsuyuki, Tachibana, Shinya, Iizuka, Atsushi
Format:	Artikel
Sprache:	eng
Schlagworte:	Boundary conditions Computer simulation Consolidation Constitutive equations Constitutive relationships Contaminants Contamination Convection Convection modes Coupling Deformation Design engineering Finite element method Groundwater Groundwater flow Groundwater pollution Hydrostatic pressure infiltration equation Landfills Mathematical models Migration Modelling Moisture content Pore pressure Pore water Pore water pressure Porous media Predictions Remediation saturated/unsaturated ground Sediment pollution Sensitivity analysis Soil Soil conservation Soil contamination Soil management Soil pollution Soil remediation Soil structure solid‐fluid‐solute coupling model solute transfer equation Solute transport Solutes Time dependence Water content Water depth Water pollution Water pressure
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