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Analysis of temperature regime of permafrost bases of structures with cold cellars taking into account their preliminary cooling

  • Construction Under Special Soil Conditions
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. G. P. Pustovoit, L. N. Khrustalev, and V. K. Shchelokov, "Optimal heating regime of permafrost bases of buildings," Osn., Fundam. Mekh. Gruntov, No. 1, 25–26 (1988).

  2. SNiP 2.02.04-88, Bases and Foundations on Permafrost Soils [in Russian].

  3. M. R. Gokhman, "Unsteady analytical temperatures of permafrost soils in bases of structures with cold cellars," Osn., Fundam. Mekh. Gruntov, No. 5, 19–22 (1987).

  4. D. I. Fedorovich and M. R. Gokhman, "Analysis of processes of decrease and equalization of temperatures of permafrost soils around cooling holes," Tr. NIIOSPa, No. 80, 47–57 (1983).

  5. M. R. Gokhman and D. I. Fedorovich, "Heat engineering analyses of parameters of preliminary cooling of plastic-frozen soil bases for reducing the periods of transfer of the design loads to them," Tr. VNIIOSPa, No. 87, 88–96 (1988).

  6. D. I. Fedorovich and M. R. Gokhman, "Refinement of analytical temperatures of permafrost soils in bases of buildings and structures," Osn., Fundam. Mekh. Gruntov, No. 5, 22–24 (1985).

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Authors and Affiliations

  1. VNIIOSP Institute, USSR

    M. R. Gokhman & M. M. Ivanov

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  1. M. R. Gokhman
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  2. M. M. Ivanov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 5–7, September–October, 1990.

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Gokhman, M.R., Ivanov, M.M. Analysis of temperature regime of permafrost bases of structures with cold cellars taking into account their preliminary cooling. Soil Mech Found Eng 27, 189–194 (1990). https://doi.org/10.1007/BF02309516

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  • DOI: https://doi.org/10.1007/BF02309516

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