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Determination of stresses in the lining of a pressure tunnel with consideration of disturbance of the structure of the rock mass

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

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Literature cited

  1. A. L. Mozhevitinov, "Calculation of the internal pressure of a tunnel lining in anisotropic rock," Gidrotekh. Stroitel'., No. 5 (1967).

  2. V. S. Éristov, "Calculation of the linings of pressure tunnels in anisotropic rocks," Gidrotekh. Stroitel'., No. 5 (1967).

  3. V. I. Sheinin, "Interaction of the lining of a pressure tunnel with an inhomogeneous rock mass," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1968).

  4. A. N. Dranovskii, K. V. Ruppeneit, and V. A. Lytkin, "A common error when calculating the linings of circular underground structures," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 1 (1967).

  5. S. P. Mikhlin, Two-Dimensional Problem of Elasticity Theory [in Russian], Trudy Seismologicheskogo Inst., No. 6 (1935).

  6. D. I. Sherman, "State of stress of a half-plane with weight having two circular holes carried to depth," Trudy Inst. Fiziki Zemli, AN SSSR, No. 2 (1959).

  7. N. N. Fotieva, "Additional stresses arising in linings of two parallel tunnels when driving a third between them," Fiz.-Tekh. Probl. Razrabotki Polezn. Iskop., No. 4 (1965).

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Authors
  1. N. N. Fotieva
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  2. N. M. Kryukova
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  3. V. I. Sheinin
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 29–30, March–April, 1971.

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Fotieva, N.N., Kryukova, N.M. & Sheinin, V.I. Determination of stresses in the lining of a pressure tunnel with consideration of disturbance of the structure of the rock mass. Soil Mech Found Eng 8, 125–128 (1971). https://doi.org/10.1007/BF01733857

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  • DOI: https://doi.org/10.1007/BF01733857

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