Variational method for determining slope instability based on the strength reduction method
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02895-6.pdf
Reference47 articles.
1. Abdulai M, Sharifzadeh M (2019) Uncertainty and reliability analysis of open pit rock slopes: a critical review of methods of analysis. Geotech Geol Eng 37(4):1223–1247
2. Baghini EG, Toufigh MM, Toufigh V (2016) Mesh-free analysis applied in reinforced soil slopes. Comput Geotech 80:322–332
3. Baker R (2006) A relation between safety factors with respect to strength and height of slopes. Comput Geotech 33(4–5):275–277
4. Belandria N, Ucar R, Leon FM, Hassani F (2020) Stability analysis of slopes with planar failure using variational calculus and numerical methods. Front Struct Civ Eng 14(5):1262–1273
5. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17
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