Role of Tangential Displacement Amplitude in 3D Cyclic Simple Shear Behavior of Gravel

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Role of Tangential Displacement Amplitude in 3D Cyclic Simple Shear Behavior of Gravel–Steel Interface

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Feng Dakuo¹^ORCID,Zhang Jianmin²

Affiliation:

1. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Chengfu Rd., Beijing 100084, China; School of Water Conservancy and Transportation, Zhengzhou Univ., 100 Science Ave., Zhengzhou, He’Nan 450001, China; China Construction Seventh Engineering Division Co. Ltd., Jingkai 15th St., Zhengzhou, He’Nan 450004, China (corresponding author). ORCID: .

2. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Chengfu Rd., Beijing 100084, China; Institute of Geotechnical Engineering, Tsinghua Univ., Chengfu Rd., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9547

Reference33 articles.

1. Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions

2. Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior

3. Cyclic Testing and Constitutive Modeling of Saturated Sand–Concrete Interfaces Using the Disturbed State Concept

4. Cyclic Interface and Joint Shear Device Including Pore Pressure Effects

5. Cyclic Rotational Simple-Shear Behaviour of Sand-Steel Interfaces

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