A Limit Equilibrium Method for Analyzing Multi-sliding-Plane Block Stability and Its Application in the Optimal Design of a Gravity Dam Foundation-Reference-Cited by-同舟云学术

A Limit Equilibrium Method for Analyzing Multi-sliding-Plane Block Stability and Its Application in the Optimal Design of a Gravity Dam Foundation

Published:2024-02-13 Issue:5 Volume:57 Page:4107-4128
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Dong Shan,Zhang Qihua,Mai Zhijie,Zhang Heng

Funder

The Fellowship of China Postdoctoral Science Foundation

General Program of the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-03762-4.pdf

Reference46 articles.

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2. Aijun Su, Mingquan F, Shan D, Zongixng Z, Jinge W (2022) Improved statically solvable slice method for slope stability analysis. J Earth Sci-China 33(5):1190–1203. https://doi.org/10.1007/s12583-022-1631-3

3. Aiqing Wu (2019) Series methods of analyzing rock mass stability based on key block theory and their applications to Three Gorges Project. J Yangtze River Sci Res Inst 36(2):1–7

4. Azadmanesh M, Arafati N (2012) A Comparison on slope stability analysis of aydoghmoosh earth dam by limit equilibrium, finite element and finite difference methods. Int J Civ Eng Build Mater 2(3):115–123

5. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Géotechnique 5(1):7–17. https://doi.org/10.1680/geot.1955.5.1.7

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