Abstract
Numerical calculations for the magnitudes of stresses at the instant of failure and angles at which it occurs are presented on the basis of stiff- and elastoplastic body models for plane and axially symmetric strain.
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Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, Russia. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 2, pp. 36–44, March–April, 2000.
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Kovrizhnykh, A.M. Numerical modeling of rock failure. J Min Sci 36, 125–132 (2000). https://doi.org/10.1007/BF02551792
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DOI: https://doi.org/10.1007/BF02551792