Relationship between NP GCL Internal and HDPE GMX/NP GCL Interface Shear Strengths-Reference-Cited by-同舟云学术

Relationship between NP GCL Internal and HDPE GMX/NP GCL Interface Shear Strengths

Published:2011-08 Issue:8 Volume:137 Page:743-753
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fox Patrick J.¹²,Ross Jason D.¹²

Affiliation:

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

2. Staff Engineer, BBC&M Engineering, Inc., Dublin, OH 43016..

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.1943-5606.0000490

Reference28 articles.

1. ASTM. (2011) “Standard test method for determining average bonding peel strength between the top and bottom layers of needle-punched geosynthetic clay liners.” D6496 West Conshohocken PA.

2. Byrne R. J. (1994). “Design issues with strain-softening interfaces in landfill liners.” Proc. Waste Tech ’94 Charleston SC 1–26.

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

4. Slope Stability of Geosynthetic Clay Liner Test Plots

5. Interface shear strength variability and its use in reliability-based landfill stability analysis

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