Shear Strength of GMX/GCL Composite Liner under High Normal Stress-Reference-Cited by-同舟云学术

Shear Strength of GMX/GCL Composite Liner under High Normal Stress

Published:2016-05 Issue:5 Volume:142 Page:04016005
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Thielmann Stuart S.¹,Fox Patrick J.²,Athanassopoulos Chris³

Affiliation:

1. Staff Geotechnical Engineer, GeoEngineers Inc., Tacoma, WA 98402.

2. Shaw Professor and Head, Dept. of Civil and Environment Engineering, Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

3. Instructor of Engineering, Dept. of Physical Science, Harper College, Palatine, IL 60067.

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.1943-5606.0001457

Reference55 articles.

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2. Anderson J. D. and Allen S. R. (1995). “What are the real design considerations when using a geosynthetic clay liner (GCL)?” Proc. 9th Annual Municipal Solid Waste Management Conf. Austin TX.

3. ASTM. (2009). “Standard test method for tear resistance (graves tear) of plastic film and sheeting.” ASTM D1004 West Conshohocken PA.

4. ASTM. (2010). “Standard test method for density of plastics by the density-gradient technique.” ASTM D1505 West Conshohocken PA.

5. ASTM. (2013). “Standard test method for index puncture resistance of geomembranes and related products.” ASTM D4833 West Conshohocken PA.

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