Influence of the intermediate principal stress and principal stress direction on the mechanical behavior of cohesionless soils using the discrete element method-Reference-Cited by-同舟云学术

Influence of the intermediate principal stress and principal stress direction on the mechanical behavior of cohesionless soils using the discrete element method

Published:2017-06 Issue: Volume:86 Page:52-66
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Bo,Chen Liangliang,Gutierrez Marte

Funder

National Key Research and Development Program of China

Zhejiang Natural Science Foundation

Wenzhou Technological Planning Program

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference56 articles.

1. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions;Barretto;Granular Matter,2012

2. A shear band analysis in idealized granular materials;Bardet;J Eng Mech,1992

3. Observation on the effects of particle rotation on the failure of idealized granular materials;Bardet;Mech Mater,1994

4. The strength of soils as engineering materials. 6th Ranking lecture;Bishop;Geotechnique,1996

5. Cai, Y. An experimental study of non-coaxial soil behaviour using hollow cylinder testing. Ph.D. thesis, The University of Nottingham; 2010.

Cited by 22 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Micromechanical modeling of hollow cylinder torsional shear test on sand using discrete element method;Journal of Rock Mechanics and Geotechnical Engineering;2024-04

2. Granular behaviour under bi-directional shear with constant vertical stress and constant volume;Journal of Rock Mechanics and Geotechnical Engineering;2024-04

3. Macro-micro numerical analysis of granular materials considering principal stress rotation based on DEM simulation of dynamic hollow cylinder test;Construction and Building Materials;2024-01

4. Influence of the interparticle friction coefficient on the mechanical behaviour of breakable granular materials with realistic shape;Advanced Powder Technology;2023-11

5. A new creep contact model for frozen soils and its application;Computers and Geotechnics;2023-07