The Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures-Reference-Cited by-同舟云学术

The Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures

Published:2023-04-14 Issue:5 Volume:51 Page:20220522
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Jiang Chunyong¹²,Ding Xuanming¹³,Fang Huaqiang¹²,Ou Qiang¹²,Niu Lei⁴

Affiliation:

1. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, No. 174 Shazhengjie, Chongqing, 400045, China

2. College of Civil Engineering, Chongqing University, No. 174 Shazhengjie, Chongqing, 400045, China

3. College of Civil Engineering, Chongqing University, Chongqing 400045, China (Corresponding author), e-mail: dxmhhu@163.com, https://orcid.org/0000-0002-3563-2222

4. College of Civil Engineering, Jilin Jianzhu University, No. 5088 Xinchen St., Changchun, 130119, China

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference40 articles.

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3. Ocean Space Utilization (New York: The American Society of Mechanical Engineers, 2003), 133-141, https://doi.org/10.1115/OMAE2003-37091

4. Particle Breakage and Deformation of Carbonate Sands with Wide Range of Densities during Compression Loading Process;Xiao;Acta Geotechnica,2017

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