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A. M. Mochalov, “Prediction of Deformations of Open-Pit Slope by the Results of Observations and Modeling of Slopes,” Proceedings Research Institute of Mining Geomechanics and Mine Surveying (VNIMI): Study and Prediction of Movements and Deformations of Rocks, Hydrogeomechanical Processes in Deposit Mining with Underground and Surface Methods, Leningrad, 1991, pp. 119-124.

has been cited by the following article:

• TITLE: The Influence of Earthquakes on Open-Pit Slope Stability

  AUTHORS: Sergei Vadimovich Tsirel, Boris Yurievich Zuev, Anton Anatolevich Pavlovich

  KEYWORDS: Earthquakes; Open-Pit Slope Stability; Safety Factor; Pseudostatic Approach

  JOURNAL NAME: International Journal of Geosciences, Vol.3 No.4A, September 28, 2012

  ABSTRACT: Estimation of stability of natural slopes, embankments, dams and open-pit slopes during earthquakes are complex and non-linear problems, therefore physical modeling is used for decision of it. As a result of physical modeling the pattern of seismic vibrations impact based on the movement process of probable collapse prism delineated by the most stressed plane of sliding has been established. Particular recommendations on the basis of safety factors selection in seismoactive zones are given.