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Effect of a soil mass on the state of stress of a shallow rectangular tunnel lining

  • Underground Structures
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. S. S. Davydov, Analysis and Design of Underground Structures [in Russian], Stroiizdat (1950).

  2. T. A. Malikova, “Analysis of full-section tunnel linings placed at small depths,” Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 2 (1964).

  3. S. I. Mal'ginov, “Investigation of the actual behavior of precast, reinforced concrete tunnels placed by the open cut method,” in: Sb. Trudov No. 15 Uralpromstroiniiproekta (1966).

  4. V. P. Kozhushko, “Computation of tunnel lining with allowance for its contact with the ground,” in: Highways and Road Construction [in Russian], Issue 6 (1970).

  5. B. N. Zhemochkin and A. P. Sinitsyn, Practical Methods of Analysis of Beams and Slabs on an Elastic Foundation [in Russian], Gosstroiizdat (1962).

  6. T. A. Malikova, “Analysis of strips subjected to any loading, and lying on an elastic quarter-plane“ in: Sb. No. 49 NII Osnovanii “Mekhanika Gruntov,” Gosstroiizdat (1962).

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Khar'kov. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 27–28, January–February, 1972.

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Kozhushko, V.P. Effect of a soil mass on the state of stress of a shallow rectangular tunnel lining. Soil Mech Found Eng 9, 47–50 (1972). https://doi.org/10.1007/BF01707112

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  • DOI: https://doi.org/10.1007/BF01707112

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