Pages that link to "Item:Q2848330"
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The following pages link to Theoretical investigation of the effects of consolidation on contaminant transport through clay barriers (Q2848330):
Displaying 6 items.
- Large-strain numerical solution for coupled self-weight consolidation and contaminant transport considering nonlinear compressibility and permeability (Q821996) (← links)
- Coupled consolidation and contaminant transport model for simulating migration of contaminants through the sediment and a cap (Q1007710) (← links)
- Fully transient analytical solution for solute transport in 1D deforming saturated porous media considering nonlinear compressibility and permeability (Q2109594) (← links)
- A general approach to the modelling of contaminant transport through composite landfill liners with intact or leaking geomembranes (Q2856197) (← links)
- Transport phenomena in kaolinite clay: molecular simulation, homogenization analysis and similitude law (Q2856350) (← links)
- A three-scale computational model of reactive pollutant transport in smectitic clays (Q3423240) (← links)