Effect of Particle Regularity on the Bidirectional Cyclic Shear Behavior of Geogrid–Granular Material Interface-Reference-Cited by-同舟云学术

Effect of Particle Regularity on the Bidirectional Cyclic Shear Behavior of Geogrid–Granular Material Interface

Published:2023-12 Issue:12 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ying Mengjie¹,Wang Jun²,Liu Feiyu³,Xiong Bo⁴

Affiliation:

1. Lecturer, Architecture and Civil Engineering College, Wenzhou Univ., Wenzhou, Zhejiang 325035, PR China; Lecturer, Key Laboratory of Engineering and Technology for Soft Soil Foundation, Tideland Reclamation of Zhejiang Province, Wenzhou, Zhejiang 325035, PR China; Lecturer, Zhejiang Engineering Research Center of Disaster Prevention, Mitigation for Coastal Soft Soil Foundation, Wenzhou, Zhejiang 325035, PR China; Lecturer, Collaborative Innovation Center of Tideland Reclamation and Ecological...

2. Lecturer, Architecture and Civil Engineering College, Wenzhou Univ., Wenzhou, Zhejiang 325035, PR China; Professor, Key Laboratory of Engineering and Technology for Soft Soil Foundation, Tideland Reclamation of Zhejiang Province, Wenzhou, Zhejiang 325035, PR China; Professor, Zhejiang Engineering Research Center of Disaster Prevention, Mitigation for Coastal Soft Soil Foundation, Wenzhou, Zhejiang 325035, PR China; Professor, Collaborative Innovation Center of Tideland Reclamation and Ecological...

3. Professor, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, PR China (corresponding author).

4. Ph.D. Student, School of Geosciences and Info-Physics of Central South Univ., Changsha, 410083, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-15895

Reference32 articles.

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3. Strength of various sands in triaxial and cyclic direct shear tests

4. Experimental investigations and constitutive modeling of cyclic interface shearing between HDPE geomembrane and sandy gravel

5. Monotonic and cyclic shear behaviour of geomembrane-sand interface