Comparison of Volatile Organic Compound Transport in Composite Liners with HDPE and Ethylene-Vinyl Alcohol Co-Extruded Geomembranes

Author:

Eun Jongwan1,Tinjum James M.2,Benson Craig H.3,Edil Tuncer B.4

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588.

2. Associate Professor, Engineering Professional Development and Geological Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706 (corresponding author).

3. Dean, School of Engineering and Applied Science and Hamilton Endowed Chair in Engineering, Univ. of Virginia, Charlottesville, VA 22904.

4. Professor Emeritus, Dept. of Civil and Environmental and Geological Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. Armstrong R. B. (2011). “Improving performance of geosynthetics for containment of volatile organic compounds through the use of ethylene vinyl alcohol (EVOH).” Proc. Geo-Frontier 2011 ASCE Reston VA.

2. ASTM. (1995). “Standard test method for fluid loss of clay component of geosynthetic clay liners.” ASTM D5891 West Conshohocken PA.

3. ASTM. (2008). “Standard test method for measurement of index flux through saturated geosynthetic clay liner specimens using a flexible wall permeameter.” ASTM D5887 West Conshohocken PA.

4. ASTM. (2010). “Standard test method for measuring mass per unit area of geotextiles.” ASTM D5261 West Conshohocken PA.

5. ASTM. (2011a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487 West Conshohocken PA.

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