Mobilization of Reinforcement Forces in Fiber-Reinforced Soil-Reference-Cited by-同舟云学术

Mobilization of Reinforcement Forces in Fiber-Reinforced Soil

Published:2013-01 Issue:1 Volume:139 Page:107-115
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Chunling¹,Zornberg Jorge G.²

Affiliation:

1. Engineer, Geosyntec Consultants, 10220 Old Columbia Rd., Suite A, Columbia, MD 21046 (corresponding author).

2. Fluor Centennial Professor, Dept. of Architectural and Environmental Engineering, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712.

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.1943-5606.0000745

Reference11 articles.

1. ASTM. (1995). “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” ASTM D4767-11 West Conshohocken PA.

2. ASTM. (1997). “Standard test method for tensile properties of yarns by the single-strand method.” ASTM D2256-97 West Conshohocken PA.

3. Juran I. and Chen C. L. (1988). “Soil-geotextile pull-out interaction properties: testing and interpretation.” Transportation Research Record 1188 Transportation Research Board Washington DC 37–47.

4. Li C. and Zornberg J. G. (2003). “Validation of discrete framework for fiber-reinforcement.” Proc. North American Conf. on Geosynthetics North American Geosynthetics Society Albany NY.

5. Static Response of Sands Reinforced with Randomly Distributed Fibers

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