NUMERICAL MODELING OF QUARRY AND DUMP STABILITY IN SLIDE2 AND PHASE2 PROGRAMS

Authors

  • A. Mokeshova Institute of Mechanical Engineering, Automation and Geomechanics, National Academy of Sciences of the Kyrgyz Republic Author

Keywords:

Limit Equilibrium Method (LEM), Finite Element Method (FEM), displacement, shear, deformation properties

Abstract

This article is devoted to a comparative analysis of the stability of slopes in a mining complex (quarry and dump) using two key software products from Rocscience: Slide2 (Limit Equilibrium Method, LEM) and Phase2 (RS2) (Finite Element Method, FEM).

References

1. Саньков, А. В., Маслов, Б. А. Численное моделирование в геотехнике: Учебное пособие. Москва: Издательство МГУ, 2018. (Общие сведения о МКЭ и МПР в геотехнике).

2. Григорьев, В. М. Устойчивость откосов и методы ее обеспечения. Санкт-Петербург: Недра, 2015.

3. Duncan, J. M., Wright, S. G. Soil Strength and Slope Stability. New York: John Wiley & Sons, 2005. (Классический труд по устойчивости склонов).

4. Zienkiewicz, O. C. The Finite Element Method. Oxford: Butterworth-Heinemann, 2000. (Основы метода конечных элементов).

5. Rocscience Inc. Slide2: 2D Limit Equilibrium Slope Stability Analysis – User’s Guide. Toronto: Rocscience Inc., 2024.

6. Rocscience Inc. Phase2 (RS2): 2D Finite Element Analysis for Geotechnical Engineering – User’s Guide. Toronto: Rocscience Inc., 2024.

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Published

2026-03-03

Issue

Vol. 61 No. 3 (2025): СОВРЕМЕННЫЕ ПРОБЛЕМЫ МЕХАНИКИ

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