Stability Analyses of Jointed Rock Slopes with Counter-tilted Failure Surface Subjected to Block Toppling Failure Mechanisms

Author:

Bowa Victor Mwango,Xia Yuanyou

Funder

Natural Science Foundation of Jilin Province

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference47 articles.

1. Cruden, M.; Martin, C.D.: A Century of Risk Management at the Frank Slide, Canada, pp. 1–7. The Geological Society of London, Nottigam (2006)

2. Xia, M.; Li, G.: Study on toppling deformation and failure characterizations of steep bedding rock slope. J. Rock Mech. Eng. (In Chinese) 28(2), 3140–3193 (2009)

3. Xu, C.; Hu, R.: Review of deformation mechanisms and stability analyses of anti-dipped rock slopes. J. Rock Mech. Eng. (In Chinese) 30(2), 517–523 (2009)

4. Alejano, L.R.; Go’mez-marquez, I.; Pons, B.; Bastante, F.G.; Alonso E.: Stability analysis of a potentially toppling over-tilted slope in Granite. In: 4th Asian Rock Mechanics Symposium, Singapore, pp. 519–532 (2006)

5. Alejano, L.R.; Go’mez-marquez, I.; Martinez-Algeria, R.: Analysis of a complex toppling circular slope failure. Eng. Geol. 114(1), 93–104 (2010)

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