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Chilling high-temperature permafrost soils for laying pile foundations

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

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Literature cited

  1. M. I. Sumgin, S. P. Kachurin. N. I. Tolstikhin, and V. F. Tumel', General Geocryology [in Russian], Izd. AN SSSR (1940).

  2. G. N. Maksimov, "Artificial air cooling in the construction of pile foundations in permafrost soils," Symposium No. 55, Fcundations Research Institute, Foundations and bases, Stroiizdat (1964).

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  3. G. A. Pchelkin, "The advantages of preparatory freezing of soils round hollow piles," Kolyma, No. 1 (1964).

  4. G. N. Maksimov, "Application of the theory of thermal equilibrium to building operations in permafrost," Byulleten' informatsii Norii'skogo Kombinata, Nos. 1 and 2 (34–35) (1948).

  5. S. S. Kovner, "A certain problem in thermal conductivity." Akad. Nauk SSSR, Geofizika, No. 3 (1933).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 29–32, January–February, 1968.

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Maksimov, G.N. Chilling high-temperature permafrost soils for laying pile foundations. Soil Mech Found Eng 5, 53–57 (1968). https://doi.org/10.1007/BF01707232

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  • DOI: https://doi.org/10.1007/BF01707232

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