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Investigation of the parallel gradation method based on response of ballast penetration into subgrade soil by discrete element method

Crossref DOI link: https://doi.org/10.1007/s40571-024-00795-y

Published Print: 2025-02

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

Authors

Zhang, Jie https://orcid.org/0000-0003-2454-8049
Nie, Rusong

Tan, Yongchang

Huang, MaoTong

Li, Yafeng

Guo, Yipeng
Funding

Funding for this research was provided by:

National Natural Science Foundation of China (51878666)

National Natural Science Foundation of China (52008038)

National Natural Science Foundation of China (52308335)

Natural Science Foundation of Hunan Province (2021JJ40579)

Foundation of National Engineering Laboratory for High-speed Railway Construction Technology (HSR201905)
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Text and Data Mining valid from 2025-02-01

Text and Data Mining valid from 2025-02-01

Version of Record valid from 2025-12-13
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This article is maintained by: Elsevier

Article Title: Investigation of the parallel gradation method based on response of ballast penetration into subgrade soil by discrete element method

Journal Title: Computational Particle Mechanics

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s40571-024-00795-y

Content Type: article

Copyright: Copyright © 2024 The Authors. Published by Elsevier Ltd. Published by Elsevier Ltd