Investigation of consolidation-induced solute transport. II: Experimental and numerical results

Keyphrases

• Numerical Results 100%
• Solute Transport 100%
• Porosity 50%
• Numerical Simulation 50%
• Non-equilibrium Sorption 50%
• Sorption Effect 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%
• Large-strain Consolidation 25%
• Lower Layer 25%
• Composite Specimen 25%
• Effective Diffusion Coefficient 25%
• Seepage Velocity 25%
• Advection-dispersion 25%
• Consolidation Test 25%
• Large Volume Change 25%
• Influent Concentration 25%
• Kaolinite Clay 25%
• Potassium Bromide 25%
• Initial Loading 25%
• Contaminated Clay 25%
• Transport Analysis 25%

Engineering

• Solute Transport 100%
• Computer Simulation 75%
• Experimental Measurement 50%
• Nonequilibrium 50%
• Porosity 50%
• Advection 50%
• Spatial Variation 25%
• Loading Condition 25%
• Concentration Profile 25%
• Test Condition 25%
• Temporal Variation 25%
• Initial Condition 25%
• Composite Specimen 25%
• Final Concentration 25%
• Effluent Concentration 25%
• Boundary Condition 25%
• Diffusion 25%