Soil Mechanics and Foundation Engineering

, Volume 20, Issue 6, pp 243–247 | Cite as

Temperature regime of permafrost in the bed of a gas pipeline

  • M. R. Gokhman
Construction Under Special Soil Conditions


Civil Engineer Temperature Regime Structural Foundation Hydraulic Engineer 
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Literature cited

  1. 1.
    O. M. Ivantsov, A. D. Dvoiris, B. L. Krivoshein, et al., Effectiveness of Construction of Low-Temperature Gas Pipelines [in Russian], NIPIÉSUneftegazstroi, Moscow (1977).Google Scholar
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    O. M. Ivantsov and L. S. Livshits, Pipes for Low-Temperature Gas Lines [in Russian], NIPIÉSUneftegazstroi, Moscow (1976).Google Scholar
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    V. A. Kudryavtsev, V. G. Kondrat'ev, and V. G. Melamed, "Approximate method of computing the depth of seasonal thaw (freezing) in soils around embedded pipelines," in: Frost Investigations [in Russian], No. 11, Moscow State Univ. (1971).Google Scholar
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    G. V. Porkhev, Thermal Interaction between Buildings and Structures and Permafrost [in Russian], Nauka, Moscow (1970).Google Scholar
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    Guidelines for Predicting the Thermal Interaction Between Pipelines and Permafrost [in Russian], Tsentral'nyi Nauchno-Tekhnicheskii Institute, Vesesoyuznyi Nauchno-Isseledovatedl'skii Institute po Stroitel'stvu Magistral'nykh Truboprovodov, Moscow (1975).Google Scholar
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    A. L. Yastrebov, Engineering Communications on Permafrost [in Russian], Stroiizdat, Leningrad (1972).Google Scholar
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    M. R. Gokhman, "A method of computing the depth of thaw of permafrost in the beds of windrowed structures," in: Beds, Foundations, and Underground Structures, Collection No. 69, of the Scientific-Research Institute of Foundations and Underground Structures [in Russian], Stroiizdat, Moscow (1978).Google Scholar

Copyright information

© Plenum Publishing Corporation 1984

Authors and Affiliations

  • M. R. Gokhman

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