Shear Failure Criterion Based on Experimental and Modeling Results for Fiber-Reinforced Clay-Reference-Cited by-同舟云学术

Shear Failure Criterion Based on Experimental and Modeling Results for Fiber-Reinforced Clay

Published:2013-12 Issue:6 Volume:13 Page:882-893
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jamei M.¹,Villard P.²,Guiras H.³

Affiliation:

1. Professor, Laboratory of Civil Engineering, National Engineering School of Tunis, B.P. 32, 1002 Le Belvédère, Tunis, Tunisia (corresponding author).

2. Professor, 3SR Laboratory, UJF-Grenoble 1, Grenoble-INP, CNRS UMR 5521, Grenoble F-38041, France.

3. Graduate Professor, Laboratory of Civil Engineering, National Engineering School of Tunis, B.P. 32, 1002 Le Belvédère, Tunis, Tunisia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000258

Reference9 articles.

1. Performance of a fibre-reinforced sand at large shear strains

2. Shear strength characteristics of sand-mixed with granular rubber

3. Static Response of Sands Reinforced with Randomly Distributed Fibers

4. Limit analysis with anisotropic fibre-reinforced soil

5. (2) 125-136.doi:10.1061/(ASCE)1090-0241(2003)129:2(125)

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