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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

Keywords

Civil Engineer Temperature Regime Structural Foundation Hydraulic Engineer 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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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
  3. 3.
    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
  5. 5.
    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
  7. 7.
    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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