An Experimental Study on Monotonic Shear Behavior of the Interface between Fine Sea Sand and Steel-Reference-Cited by-同舟云学术

An Experimental Study on Monotonic Shear Behavior of the Interface between Fine Sea Sand and Steel

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ke Lijun¹,Gao Yufeng²,Li Dayong³,Zhang Yukun⁴,Zhang Jingwu⁵^ORCID,Ji Jian⁶^ORCID

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China.

2. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China (corresponding author).

3. Professor, College of Pipeline and Civil Engineering, China Univ. of Petroleum, Qingdao, Shandong 266580, China.

4. Associate Professor, College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, Qingdao, Shandong 266590, China.

5. Lecturer, School of Civil and Architectural Engineering, East China Univ. of Technology, Nanchang, Jiangxi 330013, China. ORCID: .

6. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002615

Reference32 articles.

1. Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. I: Test Behavior

2. Mechanics of the Interface Interaction between Hemp Fibers and Compacted Clay

3. Direct Shear Testing Study of the Interface Behavior between Steel Plate and Compacted Completely Decomposed Granite under Different Vertical Stresses and Suctions

4. A Generalized Load-Transfer Modeling Framework for Tensioned Anchors Integrating Adhesion–Friction-Based Interface Model

5. Effect of roughness on shear behavior of red clay – concrete interface in large-scale direct shear tests

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