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Effect of rock creep on stress in the lining of a circular tunnel

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. I. A. Baslavskii, “Calculation of a monolithic tunnel lining of circular profile,” Gidrotekhnicheskoe Stroitel'stvo, No. 6 (1966).

  2. I. A. Baslavskii, “The Winkler hypothesis in the calculation of tunnel linings,” Trudy VVITKU, No. 79 (1966).

  3. A. N. Dranovskii, K. V. Ruppeneit, and V. A. Lytkin, “A common error in calculation of the lining of underground structures of annular cross section,” Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1 (1967).

  4. Zh. S. Erzhanov, Creep Theory of Rocks and its Application [in Russian], Nauka, Alma-Ata (1964).

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  5. I. A. Baslavskii, “The principal assumptions in the calculation of tunnel linings,” Gidrotekhnicheskoe Stroitel'stvo, No. 10 (1965).

  6. I. A. Baslavskii, The Calculation of a Monolithically Compressed Concrete Lining with Unstable Rock Pressure, Subjected to the Effect of Random Factors. Symposium “Mechanical Processes in the Rock Mass,” [in Russian], Academy of Sciences, Kazakh SSR, Alma-Ata (1969).

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Authors
  1. I. A. Baslavskii
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 22–25, August, 1970.

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Baslavskii, I.A. Effect of rock creep on stress in the lining of a circular tunnel. Hydrotechnical Construction 4, 713–717 (1970). https://doi.org/10.1007/BF02395902

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  • DOI: https://doi.org/10.1007/BF02395902

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