Dynamic Shear Strength of a Needle-Punched GCL for Monotonic Loading-Reference-Cited by-同舟云学术

Dynamic Shear Strength of a Needle-Punched GCL for Monotonic Loading

Published:2015-07 Issue:7 Volume:141 Page:04015025
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fox Patrick J.¹,Sura Joseph M.²,Nye Christopher J.³

Affiliation:

1. Professor, Dept. of Structural Engineering, Univ. of California-San Diego, La Jolla, CA 92093-0085 (corresponding author).

2. Project Engineer, Willmer Engineering, Inc., Atlanta, GA 30340-4270.

3. Project Engineer, S&ME, 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.1943-5606.0001304

Reference29 articles.

1. ASTM. (2009). “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. ASTM. (2013). “Standard test method for determining the internal shear strength of geosynthetic clay liner by the direct shear method.” D6243 West Conshohocken PA.

3. Comparison of the adhesion and shear tensile strength of needle-punched GCLs

4. Bjerrum L. (1972). “Embankments on soft ground.” Proc. Performance of Earth and Earth-Supported Structures ASCE Reston VA 2 1–54.

5. Influence of Strain Rate, Specimen Length and Confinement on Measured Geotextile Properties

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