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Design of underground pedestrian passages with nonuniform frozen soil base swelling

  • Underground Structures
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. R. Sh. Abzhalimov, "Experimental verification of stability of underground pedestrian passage of swelling soils," Osn. Fundam. Mekh. Gruntov, No. 3, 10–12 (1981).

  2. R. Sh. Abzhalimov, "Experience in construction of underground passages in swelling soils — bases," Transportnoe Stroitel., No. 8, 13–14 (1982).

  3. V. I. Lishak, "Investigation of joint work on large-size panel buildings and their bases," Authors Abstract of BSc. Dissertation (1965).

  4. P. F. Papkovich, Tr. Structural Mechanics of Ships [in Russian], Subpromgiz, Vol. 1, 2, Leningrad (1963).

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  5. Handbook for Designers [in Russian], Stroiizdat, Part 1, Moscow (1972).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 16–17, March–April, 1989.

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Abzhalimov, R.S. Design of underground pedestrian passages with nonuniform frozen soil base swelling. Soil Mech Found Eng 26, 65–66 (1989). https://doi.org/10.1007/BF02306765

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  • DOI: https://doi.org/10.1007/BF02306765

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