A Modified Drucker–Prager Model Considering Tensile Strength Reduction and Its Applications in Slope Stability Analysis
Author:
Funder
Fundamental Research Funds for the Central Universities
Natural Science Foundation of China
Natural Science Foundation of Jilin Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13369-024-09016-3.pdf
Reference28 articles.
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2. Mohammad, A.; Haluk, A.; Akbar, G.; Ebrahim, A.; Jafar, R.; Reza, D.: Discontinuous rock slope stability analysis by limit equilibrium approaches a review. Int. J. Digit. Earth 14(12), 1918–1941 (2021). https://doi.org/10.1080/17538947.2021.1988163
3. Jiang, S.; Huang, J.; Griffiths, D.V.; Deng, Z.: Advances in reliability and risk analyses of slopes in spatially variable soils: a state-of-the-art review. Comput. Geotech. 141(104498), 1873–7633 (2022). https://doi.org/10.1016/j.compgeo.2021.104498
4. Shen, J.Y.; Karakus, M.: Three-dimensional numerical analysis for rock slope stability using shear strength reduction method. Can. Geotech. J. 51(2), 164–172 (2014). https://doi.org/10.1139/cgj-2013-0191
5. Tschuchnigg, F.; Schweiger, H.; Sloan, S.; Lyamin, A.; Raissakis, I.: Comparison of finite-element limit analysis and strength reduction techniques. Géotechnique 65(4), 249–257 (2015). https://doi.org/10.1680/geot.14.P.022
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