Theoretical investigation of the effects of consolidation on contaminant transport through clay barriers

DOI10.1002/nag.708zbMath1272.74459OpenAlexW2001035213MaRDI QIDQ2848330

David W. Smith, Trent W. Lewis, Peter Pivonka

Publication date: 26 September 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.708

zbMATH Keywords

large deformationconsolidationdeforming porous mediacontaminant transportclay barriersnon-linear constitutive relations

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

Large-strain numerical solution for coupled self-weight consolidation and contaminant transport considering nonlinear compressibility and permeability ⋮ Fully transient analytical solution for solute transport in 1D deforming saturated porous media considering nonlinear compressibility and permeability

Cites Work

• Unnamed Item
• Solute transport through a deforming porous medium
• CS2: A PIECEWISE-LINEAR MODEL FOR LARGE STRAIN CONSOLIDATION
• One-dimensional contaminant transport through a deforming porous medium: theory and a solution for a quasi-steady-state problem

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