Coupled Consolidation and Contaminant Transport in Compressible Porous Media-Reference-Cited by-同舟云学术

Coupled Consolidation and Contaminant Transport in Compressible Porous Media

Published:2011-04 Issue:2 Volume:11 Page:113-123
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fox Patrick J.¹²³,Lee Jangguen¹²³,Lenhart John J.¹²³

Affiliation:

1. Professor, Dept. of Structural Engineering, Univ. of California–San Diego, La Jolla, CA 92093 (corresponding author).

2. Senior Researcher, Korean Institute of Construction Technology, Geotechnical Engineering Research Division, Goyang, Ilsan, Republic of Korea 411-712.

3. Assistant Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, Ohio State Univ., Columbus, OH 43210.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000035

Reference17 articles.

1. Parametric Study of One-Dimensional Solute Transport in Deformable Porous Media

2. Alshawabkeh A. N. Rahbar N. Sheahan T. C. and Tang G. (2004). “Volume change effects on solute transport in clay under consolidation.” Geo Jordan 2004: Advances in geotechnical engineering with emphasis on dams highway material and soil improvement geotechnical practice publication no. 1 ASCE Irbid Jordan 105–115.

3. Coupled Large Strain Consolidation and Solute Transport. I: Model Development

4. Coupled Large Strain Consolidation and Solute Transport. II: Model Verification and Simulation Results

5. CS2: A PIECEWISE-LINEAR MODEL FOR LARGE STRAIN CONSOLIDATION

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