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Rock pressure on the lining of a tunnel

  • Underground Structures
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. N. Davidenkov, Experiments to determine the rock pressure in Shaft No. 22, Metrostroi, No. 4 (1934).

  2. B. N. Vinogradov, Determining rock pressure by dynamometers in tunnels made of bearing elements, Report No. 51, All-Union Research Institute for Railway Construction and Planning (1954).

  3. B. N. Vinogradov, Experience in measuring rock pressure in tunnel linings by means of dynamometers, Collected articles No. 31, TsNIIS Mintransstroya (1959).

  4. B. N. Vinogradov, Determining the normative loads and overload coefficients from the results of rock pressure measurements, Transportnoe stroitel'stvo, No. 9 (1963).

  5. A. K. Mitropol'skii, The Technique of Statics Calculations, Fizmatgiz (1961).

  6. E. S. Venttsel', The Theory of Probability, Fizmatgiz (1962).

  7. K. L. Ter-Mikaélyan, Some methods of experimental determination of rock pressure, Symposium No. 41, NII NII Osnovanii, Gosstroiizdat (1959).

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  8. I. A. Baslavskii, The necessity of improving the accuracy of tunnel design calculations, Transportnoe stroitel'stvo, No. 9 (1963).

  9. Ya. G. Gel'man and B. P. Bodrov, The stresses in assembled tunnel linings in the Metro subway, Symposium No. 31, TsNIIS Mintransstroya (1959).

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Authors
  1. I. A. Baslavskii
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Additional information

Murmansk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 16–19, November–December, 1965.

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Baslavskii, I.A. Rock pressure on the lining of a tunnel. Soil Mech Found Eng 2, 352–357 (1965). https://doi.org/10.1007/BF01704866

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  • DOI: https://doi.org/10.1007/BF01704866

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