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HYBRID GEOTECHNOLOGY: SUSTAINABLE AND ENVIRONMENTALLY SOUND MINERAL MINING
ArticleName Slope stability assessment, considering underground mining of ore reserves in open pit walls and floor at Sibay deposit
DOI 10.17580/gzh.2016.05.06
ArticleAuthor Gavrishev S. E., Zoteev O. V., Zalyadnov V. Yu.
ArticleAuthorData

Nosov Magnitogorsk State Technical University, Magnitogorsk, Russia:
S. E. Gavrishev, Director of the Institute of Mining and Transport, Head of a Chair, Professor, Doctor of Engineering Sciences, ormpi-cg@mail.ru

V. Yu. Zalyadnov, Associate Professor


Institute of Mining, Ural Branch, Ekaterinburg, Russia:
O. V. Zoteev, Leading Researcher, zoteev.o@mail.ru

Abstract

The article presents the results of research on the prediction of possible deformations of worked-out slopes in Sibay open pit in extraction of ore reserves occurring beyond the ultimate pit limits using the underground method. Currently, open pit mining has been completed at Sibay copper–zinc–pyrite deposit, and it is planned to continue extraction of the remaining reserves in the pit wall and floor using the underground method. The large pit depth, steep slopes of worked-out pit walls and local deformation of the pit slopes in the course of underground mining of the reserves beyond the ultimate pit limits define the complex geomechanical conditions of further exploitation of the deposit. This requires continuous monitoring of the stability of the pit wall slopes and underground excavations. To forecast possible deformations of the Sibay pit wall slopes, a research has been undertaken, including the analysis of geological and hydrogeological characteristics of the slopes in the areas of planned extraction of the reserves beyond the ultimate pit limits, analysis of the data of instrumental observations and visual survey of the pit slopes; initial data preparation for graphical and analytical calculations of the pit wall stability, and calculation of the stability of the pit walls. The researches have shown that, in general, the Sibay pit walls are characterized by a sufficient margin of stability more than 30%. It is assumed that the existing cases of deformation of individual sections are mainly due to local unfavorable geological conditions, in particular, intensive rock fracturing, tectonic faulting, areas of metasomatic rocks. The condition of the slopes on the lower horizons of the Sibay pit and complicated manifestation of deformation processes requires further monitoring, including systematic surveys, instrumental observations and calculations of rock mass stability in local areas during extraction of ore reserves from the pit walls and floor.

keywords Pit slopes, ultimate slope, underground mining, strains, physico-mechanical characteristic of rocks, pit slope stability assessment, stability factor
References

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