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Effect of the technology of driving piles and their cross-sectional shape and dimensions on their bearing capacity in permafrost

  • Foundation Construction
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. A. Tsytovich, Footings and Foundations on Frozen Soils [in Russian], Izd. AN SSSR (1959).

  2. N. I. Bykov and P. N. Kapterev, Permafrost and Construction on It [in Russian], Transzheldorizdat (1940).

  3. M. V. Kim, M. I. Bitadze, A. I. Zaidel', et al., Erection of Foundations on Permafrost Soils [in Russian], Gosstroiizdat (1962).

  4. G. N. Maksimov, Certain Results of Perfecting the Technology of Constructing Pile Foundations of Residential Buildings on Permafrost Soils. Coll.: Industrial Methods of Constructing Pile Foundations in Residential Construction [in Russian], Gosstroiizdat (1962).

  5. A. P. Kushnev, Design of Buildings for the Arctic Region [in Russian], Gosstroiizdat (1961).

  6. Sh. F. Akbulatov, A rational type of concrete pile. "Na stroikakh Rossii." (1962), No. 10.

  7. V. G. Berezantsev, A. I. Ksenofontov, et al., Soil Mechanics, Footings, and Foundations [in Russian], Transzheldorizdat (1961).

  8. G. N. Maksimov, Investigations of the soils in the Noril'sk region by test loads. "Osnovaniya, fundamenty i mekhanika gruntov." (1959), No. 3.

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Authors
  1. G. N. Maksimov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 15–18, January–February, 1964

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Maksimov, G.N. Effect of the technology of driving piles and their cross-sectional shape and dimensions on their bearing capacity in permafrost. Soil Mech Found Eng 1, 30–35 (1964). https://doi.org/10.1007/BF01704028

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  • DOI: https://doi.org/10.1007/BF01704028

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