Effect of Wet–Dry Cycles and Cation Exchange on Gas Permeability of Geosynthetic Clay Liners-Reference-Cited by-同舟云学术

Effect of Wet–Dry Cycles and Cation Exchange on Gas Permeability of Geosynthetic Clay Liners

Published:2006-08 Issue:8 Volume:132 Page:1011-1018
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bouazza Abdelmalek¹²³,Vangpaisal Thaveesak¹²³,Jefferis Stephan¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Monash Univ., Building 60, Melbourne, Vic. 3800, Australia (corresponding author).

2. Assistant Professor, Ubon Ratchathani Univ., P.O. Box 3, Warin Chamrap, Ubon Ratchathani 34190, Thailand.

3. Professor in Civil Engineering, School of Engineering, Univ. of Surrey, Guildford, Surrey GU2 7XH, U.K.; Director, Environmental Geotechnics Limited, Oxford, U.K.

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%291090-0241%282006%29132%3A8%281011%29

Reference23 articles.

1. Hydraulic Conductivity of Desiccated Geosynthetic Clay Liners

2. Geosynthetic clay liners

3. An apparatus to measure gas permeability of geosynthetic clay liners

4. Didier G. and Comeaga L. (1997). “Influence of initial hydration conditions on GCLs leachate permeability.” Testing and acceptance criteria for geosynthetic clay liners. ASTM STP 1308 Philadelphia 181–195.

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