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Dependence of stress state of arched tunnel linings on quantitative correlation of acting loads

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. N. N. Fotieva, “Determination of stresses in linings of noncircular pressure tunnels,” Osnovaniya, Fundamenty i Mekhan, Gruntov, No. 1 (1972).

  2. N. N. Fotieva, “Stress state of linings of noncircular tunnels,” Osnovaniya, Fundamenty i Podzemnye Sooruzheniya, No. 61 (1971).

  3. N. N. Fotieva, “Stress state of linings of noncircular tunnels under external groundwater pressure,” in: Improvement of Construction Work. Collection of Scientific Articles [in Russian], No. 108, Permskii Politekhnicheskii Institut (1972).

  4. N. N. Fotieva and N. S. Chetyrkin, “Stress state of linings of trough-shaped pressure tunnels,” Gidrotekh. Stroitel'., No. 9 (1971).

  5. N. A. Davydova, “Approximate solution of the problem of displacements of an infinite cylindrical cavity loaded under a rigid annular plate of finite length,” Fiz.-Tekh. Probl. Razrabotki Polezn. Iskop., No. 3, Sibirskoe Otd., AN SSSR (1968).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 32–34, November, 1973.

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Fotieva, N.N. Dependence of stress state of arched tunnel linings on quantitative correlation of acting loads. Hydrotechnical Construction 7, 1066–1069 (1973). https://doi.org/10.1007/BF02383342

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  • DOI: https://doi.org/10.1007/BF02383342

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