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Determination of the Laying Depth of Horizontal Mine Workings by Stress State Analysis of Enclosing Soil Mass

  • SOIL MECHANICS
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Soil Mechanics and Foundation Engineering Aims and scope

The results of an investigation of practicable contours of horizontal underground mine workings and their safe laying depth are presented. The absence along the contour of points where the tangential normal stress exceeds the ultimate strength of the enclosing rock in tension and compression can serve as a criterion for determining the admissible depth.

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Authors and Affiliations

  1. Perm National Research Polytechnic University, Volgograd, Russia

    A. N. Bogomolov

  2. Volgograd State Technical University, Volgograd, Russia

    O. A. Bogomolova & A. N. Ushakov

Authors
  1. A. N. Bogomolov
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  2. O. A. Bogomolova
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  3. A. N. Ushakov
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 2-9, September-October, 2017.

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Bogomolov, A.N., Bogomolova, O.A. & Ushakov, A.N. Determination of the Laying Depth of Horizontal Mine Workings by Stress State Analysis of Enclosing Soil Mass. Soil Mech Found Eng 54, 295–302 (2017). https://doi.org/10.1007/s11204-017-9472-2

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  • DOI: https://doi.org/10.1007/s11204-017-9472-2

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