Influence of Hydraulic Distribution Pattern on the Rock Slope Stability under Block Toppling Failure
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1309-8.pdf
Reference34 articles.
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2. Alejano LR, Sánchez-Alonso C, Pérez-Rey I, Arzúa J, Alonso E, González J, Beltramone L, Ferrero AM (2018) Block toppling stability in the case of rock blocks with rounded edges. Engineering Geology 234:192–203, DOI: https://doi.org/10.1016/j.enggeo.2018.01.010
3. Amini M, Ardestani A, Khosravi MH (2017) Stability analysis of slide-toe-toppling failure. Engineering Geology 228:82–96, DOI: https://doi.org/10.1016/j.enggeo.2017.07.008
4. Ashby J (1971) Sliding and toppling modes of failure in models and jointed rock slopes. Imperial College, University of London
5. Aydan, Kawamoto T (1992) The stability of slopes and underground openings against flexural toppling and their stabilisation. Rock Mechanics and Rock Engineering 25(3):143–165, DOI: https://doi.org/10.1007/BF01019709
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