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

Crossref DOI link: https://doi.org/10.1007/s40571-022-00551-0

Published Print: 2023-09

Update policy: https://doi.org/10.1016/elsevier_cm_policy

Authors

Zhang, Yao https://orcid.org/0000-0003-0828-4354
Guo, Shaoqiang

Yin, Xiaotao
Funding

Funding for this research was provided by:

Postdoctoral Research Foundation of China (2020M673617XB)

State Key Laboratory of Geomechanics and Geotechnical Engineering (Z020019)

Xijing University (XJ20B12)

The Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dams of the Ministry of Water Resources (YK321014)
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Text and Data Mining valid from 2023-09-01

Text and Data Mining valid from 2023-09-01

Version of Record valid from 2025-12-19
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This article is maintained by: Elsevier

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

Journal Title: Computational Particle Mechanics

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s40571-022-00551-0

Content Type: article

Copyright: Copyright © 2023 The Authors. Published by Elsevier Ltd. Published by Elsevier Ltd