Abstract
The authors offer an approach to estimating deformation of rock mass around a stope (zonal disintegration) at deep levels. The algorithm of geomechanical condition of rocks is developed, and the ranges of stresses and strains in the zone of influence of a stope are identified.
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Original Russian Text © M.V. Kurlenya, V.E. Mirenkov, V.A. Shutov, 2014, published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2014, No. 6, pp. 4–10.
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Kurlenya, M.V., Mirenkov, V.E. & Shutov, V.A. Rock deformation around stopes at deep levels. J Min Sci 50, 1001–1006 (2014). https://doi.org/10.1134/S1062739114060015
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DOI: https://doi.org/10.1134/S1062739114060015