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Study on slope stability analysis and large deformation characteristics of failure based on SPH method

Crossref DOI link: https://doi.org/10.1007/s40571-023-00597-8

Published Print: 2023-11

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

Authors

Song, Xiong

Zhang, Xiaoqiang https://orcid.org/0000-0003-0516-4170
Wu, Shunchuan
Funding

Funding for this research was provided by:

Yunnan innovation team (202105AE160023)

The Yunnan Fundamental Research (202001AU070027)

the National Natural Science Foundation of China (51934003)

the Key Laboratory of Ministry of Education of China for Efficient Mining and Safety of Metal Mines (ustbmslab201906)
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Text and Data Mining valid from 2023-11-01

Text and Data Mining valid from 2023-11-01

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

Article Title: Study on slope stability analysis and large deformation characteristics of failure based on SPH method

Journal Title: Computational Particle Mechanics

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s40571-023-00597-8

Content Type: article

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