Keyphrases
Compressibility
100%
Landfill
100%
Pore Fluid
100%
Solute Transport
100%
Media Applications
100%
Partially Saturated
100%
Longitudinal Dispersivity
100%
Deformable Porous Media
100%
Clay Liner
100%
Loading Rate
50%
Numerical Results
50%
Simplified Model
50%
Advective
50%
Surcharge
50%
Advection-diffusion Equation
50%
Biot's Consolidation
50%
Advective Flow
50%
Soil Saturation
50%
Soil Load
50%
Compacted Clay Liner
50%
Deforming Porous Medium
50%
Landfill Liner
50%
Saturation Rate
50%
Earth and Planetary Sciences
Solute Transport
100%
Dispersivity
100%
Compressibility
100%
Clay Liner
100%
Emissions
50%
Advection-Diffusion Equation
50%
Landfill Liner
50%
Loading Rate
50%
Engineering
Compressibility
100%
Pore Fluid
100%
Solute Transport
100%
Loading Rate
50%
One Dimensional
50%
Diffusion Equation
50%
Soil Saturation
50%
Advection
50%