Ping, D.D. Lian-heng, Z. Liang, L. (2017). Limit equilibrium analysis for rock slope stability using basic Hoek-Brown strength criterion. J. Central South University, 24, 2154-2163.
 Zheng, H. Li, T. Shen, J. Xu, C. Sun, H. Lü, Q. (2018). The effects of blast damage zone thickness on rock slope stability. Engineering Geology
, 246, 19-27.
 Wei, Y. Jiaxin, L. Zoghong, L. Wei, W. Xiaoyun, S. (2020). A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis. Comput. Geotech., 117, 103240.
 Kumar, V. Himanshu, N. Burman, A. (2019). Rock Slope Analysis with Nonlinear Hoek-Brown Criterion Incorporating Equivalent Mohr-Coulomb Parameters. Geotech. Geol. Eng., 37, 4741-4757.
 Rafiei Renani, H. Martin, D. (2020). Slope Stability Analysis using Equivalent Mohr-Coulomb and Hoek-Brown criteria. Rock Mech. Rock Eng., 53, 13-21.
 Drescher, A. Christopoulos, C. (1988). Limit analysis slope stability with nonlinear yield condition. Int. J. Numer. Anal. Meth. Geomech., 12, 341-345.
 Yang, XL. Li, L. Yin, JH. (2004). Stability analysis of rock slopes with a modified Hoek–Brown failure criterion. Int. J. Numer. Anal. Meth. Geomech., 28, 181-190.
 Li, AJ. Merifield, RS. Lyamin, AV. (2008). Stability charts for rock slopes based on the Hoek–Brown failure criterion. Int. J. Rock Mech. Mining Sci., 45, 689-700.
 Li, AJ. Merifield, RS. Lyamin, AV. (2011). Effect of rock mass disturbance on the stability of rock slopes using the Hoek-Brown failure criterion. Comput. Geotech., 38, 546-58.
 Okamoto, S. (1956). Bearing capacity of sandy soil and lateral earth pressure during earthquake. In: Proceedings of the first World Conf. Earthquake Eng. Berkeley, CA, 1-26.
 Siad, L. (2009). Seismic stability analysis of fractured rock slopes by yield design theory. Soil Dynam. Earthquake Eng., 23, 203-212.
 Yang, XL. (2007). Seismic displacement of rock slopes with nonlinear Hoek-Brown failure criterion. Int. J. Rock Mech. Mining Sci., 44, 948-953.
 Donald, J.B. Chen, Z. (1997). Slope stability analysis by the upper bound approach fundamentals and methods. Canadian Geotechnical J., 853- 862.
 Michalowski, R.L. Park, D. (2020). Stability assessment of slopes in rock governed by the Hoek-Brown strength criterion. Int. J. Rock Mech. Min. Sci., 127, 104217.
 Park, D. Michalowski, R.L. (2021). Three-dimensional stability assessment of slopes in intact rock governed by the Hoek-Brown failure criterion. Int. J. Rock Mech. Min. Sci., 137, 104522.
 Mao, N. Al-bitter, T. Soubra, A. (2012). Probabilistic analysis and design of strip foundations resting on rocks obeying Hoek-Brown failure criterion. Int. J. Rock Mech. Min. Sci., 49, 45-58.
 AlKhafaji, H. Imani, M. Fahimifar, A. (2020). Ultimate Bearing Capacity of Rock Masse Foundations Subjected to Seepage Forces Using Modified Hoek-Brown Criterion. Rock Mech. Rock Eng., 53, 251-268.
 Shamloo, S. Imani, M. (2020). Upper bound solution for the bearing capacity of rock masses considering the embedment depth. Ocean Eng., 218, 108169.
 Shamloo, S. Imani, M. (2021). Upper bound solution for the bearing capacity of two adjacent footings on rock masses. Comput. Geotech., 129, 103855.
 Chen, W.F. and Liu, X.L. (1990). Limit analysis in soil mechanics. Amsterdam: Elsevier Science.
 Shen, J. Karakus, M. Xu, C. (2013). Chart-based slope stability assessment using the Generalized Hoek-Brown criterion. Int. J. Rock Mech. Min. Sci., 64(6), 210-219.
 Li, AJ. Cassidy, MJ. Wang, Y. Merifield, R.S., Lyamin, A.V. (2012). Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion. Comput. Geotech., 45, 11-18.
 Qian, Z.G. Li, AJ. Lyamin, AV. Wang, CC. (2017). Parametric studies of disturbed rock slope stability based on finite element limit analysis methods. Comput. Geotech., 81, 155-166.
 Sun, C. Chai, J. Xu, Z. Qin, Y. Chen, X. (2016). Stability charts for rock mass slopes based on the Hoek-Brown strength reduction technique. Engineering Geology, 214, 94-106.
 Nekouei, A.M. Ahangari, K. (2013). Validation of Hoek-Brown failure criterion charts for rock slopes. Int. J. Min. Sci. Tech., 23, 805-808.