Consolidation-Induced Solute Transport for Constant Rate of Strain. I: Model Development and Simulation Results-Reference-Cited by-同舟云学术

Consolidation-Induced Solute Transport for Constant Rate of Strain. I: Model Development and Simulation Results

Published:2015-04 Issue:4 Volume:141 Page:04014127
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Pu Hefu¹,Fox Patrick J.²

Affiliation:

1. Assistant Professor, Dept. of Civil, Arch. and Environment Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409; formerly, Graduate Resident Assistant, Dept. of Structural Engineering, Univ. of California-San Diego, La Jolla, CA 92093.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001171

Reference37 articles.

1. Alshawabkeh A. N. Rahbar N. Sheahan T. C. and Tang G. (2004). “Volume change effects on solute transport in clay under consolidation.” Proc. Geo Jordan: Advances in Geotechnical Engineering with Emphasis on Dams Highway Material and Soil Improvement ASCE Reston VA 105–115.

2. Consolidation Characteristics of Wastewater Sludge

3. A Case History: Dredging and Disposal of Golden Horn Sediments

4. Assessment of Consolidation Behavior of Golden Horn Marine Dredged Material

5. Bharat T. V. and Sharma J. (2011). “Prediction of compression and permeability characteristics of mine tailings using natural computation and large-strain consolidation framework.” Proc. Geo-Frontiers J. Han and D. E. Alzamora eds. ASCE Reston VA 3868–3877.

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