Progressive failure mechanism and stability for a rockslide with a toe rock bridge
Author:
Funder
National Natural Science Foundation of China
Ministry of Science and Technology of China
China Geological Survey
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10346-024-02251-7.pdf
Reference43 articles.
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2. Bonilla-Sierra V, Scholtès L, Donzé F, Elmouttie M (2015) DEM analysis of rock bridges and the contribution to rock slope stability in the case of translational sliding failures. Int J Rock Mech Min Sci 80:67–78. https://doi.org/10.1016/j.ijrmms.2015.09.008
3. Cheng Q, Hu H, Hu G, Peng J (2000) A study of complex accelerated dynamics mechanism of highspeed landslide by elastic rocky impulse and peak-residual strength drop. Chinese J Rock Mech Eng 19(2):173–176. https://doi.org/10.3321/j.issn:1000-6915.2000.02.010
4. Eberhardt E, Stead D, Stimpson B (1999) Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. Int J Rock Mech Min Sci 36:361–380. https://doi.org/10.1016/S0148-9062(99)00019-4
5. Eberhardt E, Stead D, Coggan J (2004) Numerical analysis of initiation and progressive failure in natural rock slopes-the 1991 Randa rockslide. Int J Rock Mech Min Sci 41:69–87. https://doi.org/10.1016/S1365-1609(03)00076-5
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