Leakage and Contaminant Transport through a Single Hole in the Geomembrane Component of a Composite Liner-Reference-Cited by-同舟云学术

Leakage and Contaminant Transport through a Single Hole in the Geomembrane Component of a Composite Liner

Published:2013-03 Issue:3 Volume:139 Page:357-366
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rowe R. Kerry¹,Abdelatty Khaled²

Affiliation:

1. Professor and Canada Research Chair in Geotechnical and Geoenvironmental Engineering, GeoEngineering Centre at Queen’s–RMC Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author).

2. Lecturer of Geotechnical Engineering, Dept. of Civil Engineering, Zagazig Univ., Zagazig, Egypt.

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.1943-5606.0000773

Reference37 articles.

1. Abdelatty K. (2010). “An evaluation of the environmental protection provided by composite liner systems.” Ph.D. thesis Queen’s Univ. at Kingston Kingston Ontario Canada.

2. ASTM. (2002). “Standard test method for swell index of clay mineral component of geosynthetic clay liners.” D5890 West Conshohocken PA.

3. ASTM. (2004). “Standard test method for measuring mass per unit area of geosynthetic clay liners.” D5993 West Conshohocken PA.

4. ASTM. (2005). “Standard test methods for laboratory compaction characteristics on soil using standard effort.” D698 West Conshohocken PA.

5. ASTM. (2012). “Standard test method for measuring the nominal thickness of geosynthetics.” D5199 West Conshohocken PA.

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