Analysis of a Large Database of GCL-Geomembrane Interface Shear Strength Results-Reference-Cited by-同舟云学术

Analysis of a Large Database of GCL-Geomembrane Interface Shear Strength Results

Published:2009-02 Issue:2 Volume:135 Page:209-223
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

McCartney John S.¹²³,Zornberg Jorge G.¹²³,Swan Robert H.¹²³

Affiliation:

1. Barry Faculty Fellow and Assistant Professor, Univ. of Colorado at Boulder, Dept. of Civil, Environmental, and Architectural Engineering, 428 UCB, Boulder, CO 80309. E-mail: john.mccartney@colorado.edu

2. Associate Professor, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712.

3. Faculty Associate, Univ. of North Carolina at Charlotte Dept. of Engineering Technology, The William States Lee College of Engineering, 9201 University City Blvd, Smith 244 Charlotte, NC 28223-0001. E-mail: rswan1@uncc.edu

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%282009%29135%3A2%28209%29

Reference15 articles.

1. American Society of Testing and Materials. (2004). “Standard test method for determining average bonding peel strength between the top and bottom layers of needle-punched geosynthetic clay liners.” ASTM D6496 West Conshohocken Pa.

2. American Society of Testing and Materials. (2008). “Standard test method for determining the internal and interface shear resistance of geosynthetic clay liner by the direct shear method.” ASTM D6243 West Conshohocken Pa.

3. Internal and interface shear strengths of unreinforced and needle-punched geosynthetic clay liners

4. Shear Behavior of an Unreinforced Geosynthetic Clay Liner

5. Fox P. J. and Stark T. (2004). “State of the art report: GCL shear strength and its measurement.” Geosynthetics Int.

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