Multi-parameter coupling effects of root reinforcement on disintegration and swelling behavior of expansive soil: A response surface methodology approach

Yonggang Huang, Hongri Zhang, Xinzhong Wang, Yuexing Wu, Xianliang Tan

Open source

DOI: 10.1371/journal.pone.0335349
Published: 2025-11-13
Container: PLOS One
Publisher: Public Library of Science (PLoS)
Open access: unknown

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Cite this work

BibTeX

@article{allodium:10.1371/journal.pone.0335349,
  title = {Multi-parameter coupling effects of root reinforcement on disintegration and swelling behavior of expansive soil: A response surface methodology approach},
  author = {Yonggang Huang and Hongri Zhang and Xinzhong Wang and Yuexing Wu and Xianliang Tan},
  year = {2025},
  journal = {PLOS One},
  doi = {10.1371/journal.pone.0335349},
  url = {https://doi.org/10.1371/journal.pone.0335349}
}

RIS

TY  - JOUR
TI  - Multi-parameter coupling effects of root reinforcement on disintegration and swelling behavior of expansive soil: A response surface methodology approach
AU  - Yonggang Huang
AU  - Hongri Zhang
AU  - Xinzhong Wang
AU  - Yuexing Wu
AU  - Xianliang Tan
PY  - 2025
JO  - PLOS One
DO  - 10.1371/journal.pone.0335349
UR  - https://doi.org/10.1371/journal.pone.0335349
ER  -

APA

Huang, Y., Zhang, H., Wang, X., Wu, Y., & Tan, X. (2025). Multi-parameter coupling effects of root reinforcement on disintegration and swelling behavior of expansive soil: A response surface methodology approach. PLOS One. https://doi.org/10.1371/journal.pone.0335349

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crossref · retrieved 2026-09-25T11:25:54.407Z