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Calculation of the linings of two closely spaced circular tunnels for seismic effects

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. N. Fotieva and I. Ya. Dorman, “Determination of the state of stress of a circular tunnel lining from seismic effects,” in: Collection of Papers of the Control Scientific-Research Institute of Transportation Construction, Ministry of Transportation Construction, “Seismic Stability of Transportation Structures” [in Russian] (1975).

  2. N. N. Fotieva, “Calculation of noncircular tunnel linings constructed in seismic regions,” Osn. Fundam. Mekh. Gruntov, No. 3 (1976).

  3. Sh. G. Napetvaridze, Seismic Stability of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1959).

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  4. V. T. Golovchan, “Diffraction of an elastic longitudinal wave on contours of two circular holes in an infinite plate,” Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela. No. 4 (1969).

  5. A. I. Guz' and V. T. Golovchan, Diffraction of Elastic Waves in Multiply Connected Bodies [in Russian], Naukova Dumka, Kiev (1972).

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  6. N. N. Fotieva, “Additional stresses occurring in the linings of two parallel tunnels during driving of a third between them,” Fiz. Tekh. Probl. Razrab. Polezn. Iskop., Sib. Otd. Akad. Nauk SSSR, No. 4 (1965).

  7. D. I. Sherman, “Stresses in a plane medium with weight with two identical symmetrically arranged circular holes,” Prikl. Mat. Mekh.,15, No. 6 (1951).

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Authors and Affiliations

  1. Scientific-Research Institute of Bases and Underground Structures (NII Osnovanii), USSR

    N. N. Fotieva

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  1. N. N. Fotieva
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 25–29, May–June, 1978.

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Fotieva, N.N. Calculation of the linings of two closely spaced circular tunnels for seismic effects. Soil Mech Found Eng 15, 186–193 (1978). https://doi.org/10.1007/BF02132798

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  • DOI: https://doi.org/10.1007/BF02132798

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