Deformation analysis and mechanism research for stratified rock and soil slope
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03793-9.pdf
Reference25 articles.
1. Afiri R, Gabi S (2018) Finite element slope stability analysis of Souk Tleta dam by shear strength reduction technique. Innov Infrastruct So 3(6). https://doi.org/10.1007/s41062-017-0108-1
2. Ahmed Z, Wang SH, Jasim OH, Xu Y, Wang PY (2020a) Variability effect of strength and geometric parameters on the stability factor of failure surfaces of rock slope by numerical analysis. Arab J Geosci 13(21):1112. https://doi.org/10.1007/s12517-020-06080-5
3. Ahmed Z, Wang SH, Hashmi MZ, Zhu CJ, Zhang ZS, Jierula A, Wang PY (2020b) Failure analysis of rock cut slope formed by layered blocks at Fort Munro, Pakistan. Arab J Geosci 13(9):338. https://doi.org/10.1007/s12517-020-05347-1
4. Cai JC, Ju NP, Huang RQ, Zheng D, Zhao WH, Li LQ, Huang J (2019) Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station, Qinghai Province. China J Mt Sci-Engl 16(4):924–934. https://doi.org/10.1007/s11629-018-5096-x
5. Dai GY, Zhang F, Wang YK (2022) Stability analysis of layered slopes in unsaturated soils. Front Struct Civ Eng 16(3):378–387. https://doi.org/10.1007/s11709-022-0808-2
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