Variation characteristics analysis of sandstone strength parameters in discrete element method by using internal scale ratio-Reference-Cited by-同舟云学术

Variation characteristics analysis of sandstone strength parameters in discrete element method by using internal scale ratio

Published:2023-01-20 Issue:5 Volume:10 Page:1145-1160
ISSN:2196-4378
Container-title:Computational Particle Mechanics
language:en
Short-container-title:Comp. Part. Mech.

Author:

Zhang Yao^ORCID,Guo Shaoqiang,Yin Xiaotao

Funder

Postdoctoral Research Foundation of China

State Key Laboratory of Geomechanics and Geotechnical Engineering

Xijing University

The Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dams of the Ministry of Water Resources

Publisher

Springer Science and Business Media LLC

Subject

Computational Mathematics,Fluid Flow and Transfer Processes,Modeling and Simulation,Numerical Analysis,Civil and Structural Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s40571-022-00551-0.pdf

Reference39 articles.

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3. Bono JP, McDowell GR (2014) Discrete element modelling of one-dimensional compression of cemented sand. Granul Matter 16(1):79–90

4. Dorostkar O, Mirghasemi AA (2018) On the micromechanics of true triaxial test, insights from 3D DEM study. Iran J Sci Technol Trans Civ Eng 42(3):259–273

5. Ehsan SH (2012) Investigating the micromechanical evolutions within inherently anisotropic granular materials using discrete element method. Granul Matter 14(4):483–503

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