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Studying the variation of rotor pressing forces and horizontal soil pressure during shield tunneling

  • Geomechanics
  • Published:
Journal of Mining Science Aims and scope

An Erratum to this article was published on 01 May 2017

This article has been updated

Abstract

The authors carried out a geomechanical analysis of shield tunneling in loam. Laws of change of the horizontal component of soil pressure caused by formation of slip planes in rock mass ahead of the face were found by means of numerical simulation.

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Change history

  • 27 March 2018

    In the published version there is an error in the initials of an author. The present form in this erratum is the correct: A. S. Voznesensky.

  • 27 March 2018

    In the published version there is an error in the initials of an author. The present form in this erratum is the correct: A. S. Voznesensky.

  • 27 March 2018

    In the published version there is an error in the initials of an author. The present form in this erratum is the correct: A. S. Voznesensky.

  • 27 March 2018

    In the published version there is an error in the initials of an author. The present form in this erratum is the correct: A. S. Voznesensky.

References

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Correspondence to A. A. Voznesensky.

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Original Russian Text © A.S. Voznesensky, S.V. Mazein, 2012, published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2012, No. 2, pp. 38–45.

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Voznesensky, A.A., Mazein, S.V. Studying the variation of rotor pressing forces and horizontal soil pressure during shield tunneling. J Min Sci 48, 233–240 (2012). https://doi.org/10.1134/S1062739148020037

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  • DOI: https://doi.org/10.1134/S1062739148020037

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