Particle Breakage and Deformation Behavior of Carbonate Sand under Drained and Undrained Triaxial Compression-Reference-Cited by-同舟云学术

Particle Breakage and Deformation Behavior of Carbonate Sand under Drained and Undrained Triaxial Compression

Published:2020-03 Issue:3 Volume:20 Page:04020012
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Gang¹^ORCID,Wang Zhaonan²,Ye Qinguo³,Wei Xing⁴

Affiliation:

1. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China; Professor, National Joint Engineering Research Center for Geohazards Prevention in the Reservoir Areas, Chongqing Univ., Chongqing 400045, China (corresponding author). ORCID: .

2. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Master’s Student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

4. Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001601

Reference53 articles.

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

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