Articles | Volume 20, issue 11
Nat. Hazards Earth Syst. Sci., 20, 2921–2935, 2020
Nat. Hazards Earth Syst. Sci., 20, 2921–2935, 2020

Research article 05 Nov 2020

Research article | 05 Nov 2020

Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures

Wen Zhang et al.

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Cited articles

Bahaaddini, M., Sharrock, G., and Hebblewhite, B. K.: Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression, Comput. Geotech., 49, 206–225, 2013. 
Bonilla-Sierra, V., Scholtès, L., Donzé, F. V., and Elmouttie, M. K.: Rock slope stability analysis using photogrammetric data and DFN–DEM modeling, Acta Geotech., 10, 497–511, 2015. 
Brideau, M., Yan, M., and Stead, D.: The role of tectonic damage and brittle rock fracture in the development of large rock slope failures, Geomorphology, 103, 30–49, 2009. 
Chen, J. P.: 3-D network numerical modeling technique for random discontinuities of rock mass, Chinese Journal of Geotechnical Engineering, 23, 397–402, 2001. 
Chen, J. P., Shi, B. F., and Wang, Q.: Study on the dominant orientations of random fractures of fractured rock mass, Chinese Journal of Rock Mechanics and Engineering, 24, 241–245, 2005. 
Short summary
Slope failure is extremely common in mountainous areas. Therefore, the stability and potential failure of slopes must be analysed accurately. For most fractured rock slopes, the aforementioned analyses are considerably challenging. This study aims to propose a comprehensive approach that combines three well-established methods to conduct the aformentioned analyses. Finally, the critical slip surface, factor of safety, and accumulation distance are selected for safety assurance in slope analysis.
Final-revised paper