Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands
Author(s): |
Houzhen Wei
(Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.)
Xiaoxiao Li (Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Dept. of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing100049, ) Shuodong Zhang (Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK.) Tao Zhao (Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK (corresponding author)) Mei Yin (Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK.) Qingshan Meng (Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.) |
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Medium: | journal article |
Language(s): | English |
Published in: | International Journal of Geomechanics, July 2021, n. 7, v. 21 |
DOI: | 10.1061/(asce)gm.1943-5622.0002078 |
- About this
data sheet - Reference-ID
10606762 - Published on:
08/05/2021 - Last updated on:
08/05/2021