Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners

Author:

Lee Jae-Myung12345,Shackelford Charles D.12345,Benson Craig H.12345,Jo Ho-Young12345,Edil Tuncer B.12345

Affiliation:

1. Post-Doctoral Research Assistant, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO 80523.

2. Professor, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706.

4. Assistant Professor, Dept. of Earth and Environmental Sciences, Korea Univ., Anam-dong, Sungbuk-ku, Seoul, 136-701, Korea.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference47 articles.

1. Acar Y. B. and Olivieri I. (1989). “Pore fluid effects on the fabric and hydraulic conductivity of laboratory-compacted clay.” Transportation Research Record 1219 Transportation Research Board Washington D.C. 144–159.

2. Influence of Inorganic Permeants upon the Permeability of Bentonite

3. Bowders J. J. Jr. (1985). “The influence of various concentrations of organic liquids on the hydraulic conductivity of compacted clay.” PhD dissertation Univ. of Texas Austin Tex.

4. Hydraulic Conductivity of Compacted Clay to Dilute Organic Chemicals

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