In this paper, an extensive parametric sensitivity analysis of coupled consolidation and solute transport in composite landfill liner systems has been undertaken. The analysis incorporates results of more than 3000 simulations for various combinations of barrier thickness, waste loading rate, initial void ratio, compression index, hydraulic conductivity and dispersion coefficient. However, it is noted that to limit the extent of the study a constant coefficient of consolidation is assumed in the analysis presented here, though this assumption is easily relaxed. Results of the parametric sensitivity analysis are succinctly presented using dimensionless plots, which allow the comparison of results for a large number of parameter values, and s...
Geosynthetic clay liners (GCLs) and compacted clay liners (CCLs) are widely used in waste containmen...
[Departement_IRSTEA]MA [TR1_IRSTEA]TED / SOWASTEInternational audienceLeakage through composite line...
Soil layers in landfill liners are usually considered non-reactive, and the biological activity in t...
This paper presents the results from an extensive parametric sensitivity analysis of coupled consoli...
This paper presents the results from an extensive parametric sensitivity analysis of coupled consoli...
Research Doctorate - Doctor of Philosophy (PhD)Consolidation of clayey contaminant barriers, such as...
Consolidation of clayey contaminant barriers such as landfill liners has been postulated as a cause ...
A triple-layer composite liner consisting of a geomembrane liner (GMB), a geosynthetic clay liner (G...
For solute transport in a deformable clay liner, the importance of consolidation in the presence of ...
For solute transport in a deformable clay liner, the importance of consolidation in the presence of ...
Based on the one-dimensional Biot consolidation equations, this paper developed an advection–diffusi...
The phenomenon of coupled consolidation and contaminant transport occurs for a variety of practical ...
Based on the one-dimensional Biot consolidation equations, this paper developed an advection-diffusi...
Abstract: Composite liners with a geomembrane and either a compacted clay or a geosynthetic clay lin...
The applicability of fly ash - sewage sludge and steel slag mixtures in landfill cover liners was in...
Geosynthetic clay liners (GCLs) and compacted clay liners (CCLs) are widely used in waste containmen...
[Departement_IRSTEA]MA [TR1_IRSTEA]TED / SOWASTEInternational audienceLeakage through composite line...
Soil layers in landfill liners are usually considered non-reactive, and the biological activity in t...
This paper presents the results from an extensive parametric sensitivity analysis of coupled consoli...
This paper presents the results from an extensive parametric sensitivity analysis of coupled consoli...
Research Doctorate - Doctor of Philosophy (PhD)Consolidation of clayey contaminant barriers, such as...
Consolidation of clayey contaminant barriers such as landfill liners has been postulated as a cause ...
A triple-layer composite liner consisting of a geomembrane liner (GMB), a geosynthetic clay liner (G...
For solute transport in a deformable clay liner, the importance of consolidation in the presence of ...
For solute transport in a deformable clay liner, the importance of consolidation in the presence of ...
Based on the one-dimensional Biot consolidation equations, this paper developed an advection–diffusi...
The phenomenon of coupled consolidation and contaminant transport occurs for a variety of practical ...
Based on the one-dimensional Biot consolidation equations, this paper developed an advection-diffusi...
Abstract: Composite liners with a geomembrane and either a compacted clay or a geosynthetic clay lin...
The applicability of fly ash - sewage sludge and steel slag mixtures in landfill cover liners was in...
Geosynthetic clay liners (GCLs) and compacted clay liners (CCLs) are widely used in waste containmen...
[Departement_IRSTEA]MA [TR1_IRSTEA]TED / SOWASTEInternational audienceLeakage through composite line...
Soil layers in landfill liners are usually considered non-reactive, and the biological activity in t...