Stress field and stability calculation method for unloading slope considering the influence of terrain-Reference-Cited by-同舟云学术

Stress field and stability calculation method for unloading slope considering the influence of terrain

Published:2024-01-26 Issue:2 Volume:83 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Cheng Xu,Tang Hua^ORCID,Qin Hui,Wu Zhenjun,Xie Yachen

Funder

Key R & D Program of Yunnan, China

Traffic Science and Technology Project of Yunnan Province, China

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-024-03557-5.pdf

Reference31 articles.

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2. Ai X, Leng WM, Xu F, Zhang QS, Zhai B (2020) Graphic method for computing horizontal additional stress in a new prestressed subgrade. Rock Soil Mech 41:253–266

3. Ai X, Wang L, Xu D et al (2021) Stability of artificial soil aggregates for cut slope restoration: A case study from the subalpine zone of southwest China. Soil till Res 209:104934. https://doi.org/10.1016/j.still.2021.104934

4. Auchter NC, Romans BW, Hubbard SM (2016) Influence of deposit architecture on intrastratal deformation, slope deposits of the Tres Pasos Formation, Chile. Sediment Geol 341:13–26. https://doi.org/10.1016/j.sedgeo.2016.05.005

5. Dai Z, Guo J, Luo H, Li J, Chen S (2020) Strength characteristics and slope stability analysis of expansive soil with filled fissures. Appl Sci 10:4616. https://doi.org/10.3390/app10134616

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