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Numerical simulation analysis of the dynamic compaction reinforcement of a collapsible loess canal based on FDM‒DEM coupling

Crossref DOI link: https://doi.org/10.1007/s40571-025-00988-z

Published Print: 2025-12

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

Authors

Xu, Haozhen

Zhang, Lingkai https://orcid.org/0000-0002-5290-5309
Shi, Chong
Funding

Funding for this research was provided by:

Xinjiang Uygur Autonomous Region Central Leading Local Science and Technology Development Fund Project (ZYYD2024CG20)

Autonomous Region 'Tianshan Talents' Training Program Young Top Talents Project (2023TSYCJU0007)

Sponsored by Natural Science Foundation of Xinjiang Uygur Autonomous Region (2022D01E45)

Key Research and Development Projects in Xinjiang Uygur Autonomous Region (2022B03024‒3)

Research Project of Key Laboratory of Water Conservancy Project Safety and Water Disaster Prevention and Control in Xinjiang, China (ZDSYS‒YJS‒2023‒18)
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Text and Data Mining valid from 2025-12-01

Text and Data Mining valid from 2025-12-01

Version of Record valid from 2026-05-12
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This article is maintained by: Elsevier

Article Title: Numerical simulation analysis of the dynamic compaction reinforcement of a collapsible loess canal based on FDM‒DEM coupling

Journal Title: Computational Particle Mechanics

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s40571-025-00988-z

Content Type: article

Copyright: Copyright © 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/). Published by Elsevier Ltd