Stability analysis of landslide dam slopes based on the local strength reduction–random finite element method

Ning Shi, Xiaohui Zhao, Jian Huang, Hongxing Li

Open source

DOI: 10.1371/journal.pone.0356280
Published: 2026-08-20
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.0356280,
  title = {Stability analysis of landslide dam slopes based on the local strength reduction–random finite element method},
  author = {Ning Shi and Xiaohui Zhao and Jian Huang and Hongxing Li},
  year = {2026},
  journal = {PLOS One},
  doi = {10.1371/journal.pone.0356280},
  url = {https://doi.org/10.1371/journal.pone.0356280}
}

RIS

TY  - JOUR
TI  - Stability analysis of landslide dam slopes based on the local strength reduction–random finite element method
AU  - Ning Shi
AU  - Xiaohui Zhao
AU  - Jian Huang
AU  - Hongxing Li
PY  - 2026
JO  - PLOS One
DO  - 10.1371/journal.pone.0356280
UR  - https://doi.org/10.1371/journal.pone.0356280
ER  -

APA

Shi, N., Zhao, X., Huang, J., & Li, H. (2026). Stability analysis of landslide dam slopes based on the local strength reduction–random finite element method. PLOS One. https://doi.org/10.1371/journal.pone.0356280

Source records

crossref · retrieved 2026-09-25T01:31:36.634Z