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Normative frost penetration depth for foundation purposes

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. SNiP II-B.1-62, Foundations of Buildings and Structures [in Russian], Gosstroiizdat (1962).

  2. SNiP II-A.6-62, Engineering Climatology and Geophysics [in Russian], Gosstroiizdat (1963).

  3. V. A. Kudryavtsev, "About the specifications for the depth of foundations in relation to the possibility of swelling during freezing of soils (as per NiTU)," in: Bulletin, Frost Studies, Part III, MGU (1963).

  4. A. V. Stotsenko, "About the frost penetration depth maps for the USSR," Bull. No. 7, Dal'nevostok Promstroiniiproekt (1965).

  5. Observations at the meteorological observatory, Moscow State University, for the period 1954–1968, LIK, MGU.

  6. V. B. Shvets, Specifications for Ensuring the Stability of Foundations against Swelling during Freezing in the Ural [in Russian], Izd. Tresta Orgtekhstroi Glavsreduralstroi (1967).

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Authors
  1. M. F. Kiselev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 26–28, May–June, 1970.

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Kiselev, M.F. Normative frost penetration depth for foundation purposes. Soil Mech Found Eng 7, 197–200 (1970). https://doi.org/10.1007/BF01704631

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  • DOI: https://doi.org/10.1007/BF01704631

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