Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands-Reference-Cited by-同舟云学术

Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands

Published:2021-07 Issue:7 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wei Houzhen¹,Li Xiaoxiao²,Zhang Shuodong³,Zhao Tao⁴^ORCID,Yin Mei⁵,Meng Qingshan⁶

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

2. 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, China.

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK.

4. Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK (corresponding author). ORCID: .

5. Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK.

6. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002078

Reference43 articles.

1. Yielding of rockfill in relative humidity-controlled triaxial experiments

2. Influence of Particle Morphology on the Friction and Dilatancy of Sand

3. Changes to particle characteristics associated with the compression of sands

4. ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.

5. The strength and dilatancy of sands

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