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Geomechanical validation of the parameters and technique for damping layer in the vicinity of underground excavation for overburden pressure relief

  • Rock Failure
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Journal of Mining Science Aims and scope

Abstract

The data on stress-strain state around an underground excavation in an unstable rock mass are reported. For overburden pressure relief, it is proved necessary to create a damping layer, and the related drilling-and-blasting parameters are determined. Zones of probable fracture of rock mass under camouflet blasting are identified.

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Authors and Affiliations

  1. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Krasnyi pr. 54, Novosibirsk, 630091, Russia

    A. A. Eremenko, V. M. Seryakov & L. N. Gakhova

Authors
  1. A. A. Eremenko
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  2. V. M. Seryakov
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  3. L. N. Gakhova
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Corresponding author

Correspondence to A. A. Eremenko.

Additional information

Original Russian Text © A.A. Eremenko, V.M. Seryakov, L.N. Gakhova, published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2014, No. 4, pp. 61–70.

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Eremenko, A.A., Seryakov, V.M. & Gakhova, L.N. Geomechanical validation of the parameters and technique for damping layer in the vicinity of underground excavation for overburden pressure relief. J Min Sci 50, 665–673 (2014). https://doi.org/10.1134/S1062739114040061

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  • DOI: https://doi.org/10.1134/S1062739114040061

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