Abstract
An experimentally established correlation between the displacement rate of contour and stand-up time of a working without support is proposed as a classification criterion for evaluation of rock stability during its driving. The method makes it possible to distinguish classes of unstable and highly unstable rocks among the diversity of mining-technical conditions in the roadhead in advancing roadway in order to take measures for appropriate support (reinforcement) of the working.
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Additional information
Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh. No. 6, pp. 40–43, November–December, 1999.
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Uskov, V.A. Rock-stability characteristic based on displacement rate of working contour. J Min Sci 35, 594–597 (1999). https://doi.org/10.1007/BF02550291
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DOI: https://doi.org/10.1007/BF02550291