Behavior and Modeling of Fiber-Reinforced Clay under Triaxial Compression by Combining the Superposition Method with the Energy-Based Homogenization Technique-Reference-Cited by-同舟云学术

Behavior and Modeling of Fiber-Reinforced Clay under Triaxial Compression by Combining the Superposition Method with the Energy-Based Homogenization Technique

Published:2018-12 Issue:12 Volume:18 Page:04018172
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Yixian¹,Guo Panpan²,Dai Feng³,Li Xian⁴,Zhao Yanlin⁵,Liu Yan⁶

Affiliation:

1. Associate Professor, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China (corresponding author).

2. Graduate Student, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China.

3. Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China.

4. Assistant Professor, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China.

5. Professor, Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines, Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan Univ. of Science and Technology, Xiangtan 411201, China.

6. Professor, State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001313

Reference60 articles.

1. CPT u -Based Model Development and Accuracy Assessment for Shear Strength of Clay

2. Shear Strength of Sands Reinforced with Polypropylene Fibers

3. A mechanical model for fiber reinforced composite materials with elasto-plastic matrix and interface debonding

4. On the compressibility and shear strength of natural clays

5. A laboratory study of the strength of four stiff clays

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