Interface Shear Damage to a HDPE Geomembrane. I: Gravelly Compacted Clay Liner

Author:

Fox Patrick J.1,Thielmann Stuart S.2,Stern Alexander N.3,Athanassopoulos Chris4

Affiliation:

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

2. Development Engineer, Dept. of Structural Engineering, Univ. of California–San Diego, La Jolla, CA 92093.

3. Staff Engineer, Geosyntec Consultants, 2100 Main St., Huntington Beach, CA 92648.

4. Technical Support Engineer, CETCO, 2870 Forbs Ave., Hoffman Estates, IL 60192.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference72 articles.

1. Allen S. and Narejo D. (2010). “Point strains in HDPE geomembranes with and without GCL protection layers.” Proc. 3rd Int. Symp. on Geosynthetic Clay Liners H. Zanzinger J. Zornberg and N. Touze-Foltz eds. SKZ Würzburg Germany.

2. Case history of liner veneer instability

3. Athanassopoulos C. Fox P. J. Thielmann S. S. and Stern A. N. (2012). “Shear-induced geomembrane damage due to gravel in the underlying compacted clay liner.” Proc. 2nd Pan American Geosynthetics Conf. Int. Geosynthetics Society San Isidro Peru 502–509.

4. Athanassopoulos C. Kohlman A. Henderson M. and Kaul J. (2009). “Evaluation of geomembrane puncture potential and hydraulic performance in mining applications.” Proc. Tailings and Mine Waste ’08 Taylor & Francis London 189–198.

5. Augello A. J. Matasovic N. Bray J. D. Kavazanjian E. Jr. and Seed R. B. (1995). “Evaluation of solid waste landfill performance during the Northridge earthquake.” Proc. Earthquake Design and Performance of Solid Waste Landfills M. K. Yegian and W. D. L. Finn eds. ASCE Reston VA 17–50.

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