Fully transient analytical solution for solute transport in 1D deforming saturated porous media considering nonlinear compressibility and permeability

DOI10.1016/J.APM.2022.03.002zbMath1503.76098OpenAlexW4220704974MaRDI QIDQ2109594

Jun Tong, Jinwei Qiu, Xunlong Chen

Publication date: 21 December 2022

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

Full work available at URL: https://doi.org/10.1016/j.apm.2022.03.002

zbMATH Keywords

analytical solutionssolute transportconsolidation1D saturated deformable porous media

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05) Suspensions (76T20)

Cites Work

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

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