Quantification of particle crushing in consideration of grading evolution of granular soils in biaxial shearing: A probability-based model-Reference-Cited by-同舟云学术

Quantification of particle crushing in consideration of grading evolution of granular soils in biaxial shearing: A probability-based model

Published:2017-10-18 Issue:3 Volume:42 Page:488-515
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Cheng Zhuang¹^ORCID,Wang Jianfeng¹^ORCID

Affiliation:

1. Department of Architecture and Civil Engineering; City University of Hong Kong; Kowloon Hong Kong

Funder

University Grants Committee

National Natural Science Foundation of China

State Key Laboratory of Civil Engineering Disaster Prevention of Tongji University

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference60 articles.

5. On the role of particle crushing in the shear failure behavior of granular soils by DEM;Wang;International Journal for Numerical and Analytical Methods in Geomechanics,2011

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