Large-strain numerical solution for coupled self-weight consolidation and contaminant transport considering nonlinear compressibility and permeability
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Publication:821996
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
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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
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