The management and treatment of contaminated sediment is a worldwide problem and
poses major technical and economic challenges. Nowadays, various attempts have been …

Diffusion of contaminants can play a significant if not dominant role in many applications
encountered within the field of environmental geotechnics. The objective of this paper is to …

A triple-layer composite liner consisting of a geomembrane liner (GMB), a geosynthetic clay
liner (GCL) and a compacted clay liner (CCL) is commonly used at the landfill bottom liner …

Analytical model for transient contaminant transport in clay barrier under combined effects of
diffusion, adsorption and consolidation processes are developed. The generalized integral …

Based on the one-dimensional (1D) consolidation equation and advection-dispersion
transport equation, this paper presents a large-strain numerical solution for coupled self …

A composite liner system consisting of a geomembrane layer (GMBL), a compacted clay
layer (CCL) and an attenuation layer (AL) is widely used in the modern landfills. The field …

One-dimensional mathematical model is developed to investigate the behavior of
contaminant transport in landfill composite liner system considering coupled effect of …

Numerical modeling of large deformations in fluid‐infiltrated porous media must accurately
describe not only geometrically nonlinear kinematics but also fluid flow in heterogeneously …

The transport behavior of organic contaminants in the composite liner is affected by both
consolidation and thermal diffusion. However, research on the coupled theory is still limited …

This paper presents an experimental and numerical investigation of consolidation-induced
solute transport. Diffusion and large strain consolidation tests were performed on composite …