Research on failure mechanism of landslide with retaining-wall-like locked segment and instability prediction by inverse velocity method
Author:
Funder
Henan Provincial Science and Technology Research Project, China
National Key R&D Program of China
Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-72154-z.pdf
Reference54 articles.
1. Zhou, Y. et al. Simulation analysis of 3D stability of a landslide with a locking segment: A case study of the Tizicao landslide in Maoxian County, southwest China. Nat. Hazards Earth Syst. Sci. 24, 891–906 (2024).
2. Chen, H., Qin, S., Xue, L. & Xu, C. Why the Xintan landslide was not triggered by the heaviest historical rainfall: Mechanism and review. Eng. Geol. 294, 106379 (2021).
3. Huang, R. Q. Mechanisms of large-scale landslides in China. Bulletin of Engineering Geology and the Environment 71, 161–170 (2012).
4. Li, S. Y. et al. Formation and failure mechanism of the landslide: A case study for Huaipa, Western Henan, China. Environ. Earth Sci. 80, 478 (2021).
5. Yin, Y. P., Sun, P., Zhang, M. & Li, B. Mechanism on apparent dip sliding of oblique inclined bedding rockslide at Jiweishan, Chongqing, China. Landslides 8, 49–65 (2011).
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