Dynamic behaviors of rockslides subjected to brittle failure of locked segments
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-022-7470-y.pdf
Reference31 articles.
1. Braathen A, Blikra LH, Berg SS, et al. (2004) Rock-slope failures in Norway; type, geometry, deformation mechanisms and stability. Norwegian J Geol 84(1):67–88.
2. Cao P, Liu TY, Pu CZ, et al. (2015) Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression. Eng Geol 187: 113–121. https://doi.org/10.1016/j.enggeo.2014.12.010
3. Chen HR, Qin SQ, Xue L, et al. (2018) A physical model predicting instability of rock slopes with locked segments along a potential slip surface. Eng Geol 242: 34–43. https://doi.org/10.1016/j.enggeo.2018.05.012
4. Cheng QG, Hu GT (2008) Onset of rockslide by the peak-residual strength drop. Proceedings of the Tenth International Symposium on Landslides and Engineered Slopes, CRC Press, pp 1119–1125. https://doi.org/10.1201/9780203885284-c147
5. Eberhardt E, Stead D, Coggan JS (2004) Numerical analysis of initiation and progressive failure in natural rock slopes - the 1991 Randa rockslide. Int J Rock Mech Min Sci 41(1): 69–87. https://doi.org/10.1016/S1365-1609(03)00076-5
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