Keyphrases
Numerical Results
100%
Solute Transport
100%
Porosity
50%
Numerical Simulation
50%
Non-equilibrium Sorption
50%
Solute
25%
Sorption
25%
Numerical Investigation
25%
Computational Model
25%
Advection
25%
Loading Conditions
25%
Initial-boundary Conditions
25%
Concentration Profile
25%
Large Strain
25%
Transport Analysis
25%
Large-strain Consolidation
25%
Lower Layer
25%
Composite Specimen
25%
Effective Diffusion Coefficient
25%
Initial Loading
25%
Seepage Velocity
25%
Advection-dispersion
25%
Consolidation Test
25%
Effluent Concentration
25%
Large Volume Change
25%
Kaolinite Clay
25%
Engineering
Solute Transport
100%
Experimental Measurement
50%
Nonequilibrium
50%
Spatial Variation
25%
Loading Condition
25%
Concentration Profile
25%
Test Condition
25%
Diffusion Coefficient
25%
Temporal Variation
25%
Initial Condition
25%
Composite Specimen
25%
Final Concentration
25%
Effluent Concentration
25%
Earth and Planetary Sciences
Solute Transport
100%
Advection
50%
Spatial Variation
25%
Temporal Variation
25%
Kaolinite
25%
Computational Modeling
25%
Potassium Bromide
25%