Аннотация:A probabilistic slope stability assessment under seismic conditions was conducted based on the generalized Hoek-Brown criterion. The slopes on the left bank of the Mzymta River were investigated in this study. The failure probabilities were presented for various slope angles. Probabilistic analysis revealed the dependence of Hoek-Brown parameters on safety factor. The results show that the biggest influence factor for slope stability is the geological strength index (GSI), i.e., the safety factor depends on rock mass structures.
