Large-strain numerical solution for coupled self-weight consolidation and contaminant transport considering nonlinear compressibility and permeability

DOI10.1016/J.APM.2020.07.010zbMath1481.76225OpenAlexW3047554613MaRDI QIDQ821996

Kun Wang, Jinwei Qiu, Xunlong Chen, Hefu Pu

Publication date: 21 September 2021

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2020.07.010

zbMATH Keywords

numerical solutioncontaminant transportsaturated deforming porous mediaself-weight consolidation

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05)

Related Items (3)

Analysis of large-strain elastic viscoplastic consolidation for soft clay with vertical drains considering non-Darcian flow ⋮ Fully transient analytical solution for solute transport in 1D deforming saturated porous media considering nonlinear compressibility and permeability ⋮ Symbolically computing the shallow water via a \((2+1)\)-dimensional generalized modified dispersive water-wave system: similarity reductions, scaling and hetero-Bäcklund transformations

Cites Work

• Unnamed Item
• Coupled consolidation and contaminant transport model for simulating migration of contaminants through the sediment and a cap
• Theoretical investigation of the effects of consolidation on contaminant transport through clay barriers
• Solute transport through a deforming porous medium
• One-dimensional contaminant transport through a deforming porous medium: theory and a solution for a quasi-steady-state problem

This page was built for publication: Large-strain numerical solution for coupled self-weight consolidation and contaminant transport considering nonlinear compressibility and permeability