Influence of Particle Breakage on Behavior of Coral Sands in Triaxial Tests-Reference-Cited by-同舟云学术

Influence of Particle Breakage on Behavior of Coral Sands in Triaxial Tests

Published:2019-12 Issue:12 Volume:19 Page:04019131
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yu Fangwei¹

Affiliation:

1. Assistant Professor, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China; Researcher, CAS Center for Excellence in Tibetan Plateau Earth Sciences, Chinese Academy of Sciences, Beijing 100101, China; Researcher, China-Pakistan Joint Research Center on Earth Sciences, Islamabad 45320, Pakistan; formerly, Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8656, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001524

Reference62 articles.

1. Strain localisation and grain breakage in sand under shearing at high mean stress: insights from in situ X-ray tomography

2. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

3. A state parameter for sands

4. The strength and dilatancy of sands

5. Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance

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