Discrete-Element Quantification of the Noncoaxiality of Anisotropic Granular Materials under Orientational Rotational Shear-Reference-Cited by-同舟云学术

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Discrete-Element Quantification of the Noncoaxiality of Anisotropic Granular Materials under Orientational Rotational Shear

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Xu M. Q.¹,Yang Z. X.²^ORCID

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Center for Balance Architecture, Zhejiang Univ., Zijingang Campus, 866 Yuhangtang, Hangzhou 310057, China.

2. Professor, Dept. of Civil Engineering, Center for Balance Architecture, Zhejiang Univ., B712, Anzhong Bldg., Zijingang Campus, Hangzhou 310058, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7678

Reference37 articles.

1. Dense sand weakened by continuous principal stress direction rotation

2. Microstructural Stress Tensor of Granular Assemblies With Volume Forces

3. Broms B. B. and A. O. Casbarian. 1965. “Effects of rotation of the principal stress axes and of the intermediate stress on shear strength.” In Vol. 1 of Proc. 6th Int. Conf. Soil Mechanics 179–183. Oxford UK: Pergamon Press.

4. Noncoaxial behavior of sand under various stress paths;Cai Y.;J. Geotech. Geoenviron. Eng.,2013

5. Nonaffine measures of particle displacements in sheared colloidal glasses

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