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Frost heaving of clays in different states of stress

  • Structural Properties Of Soil
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. B. N. Mel'nikov, "Experimental investigations of the stability of shallow foundations in freezing clays," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2 (1967).

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  2. B. N. Mel'nikov and V. B. Shvets, "Instrument for measuring layerwise deformations of soil," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1 (1968).

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  3. V. G. Berezantsev, "Resistance of soils to a local load at a constant negative temperature," in: Materials on Laboratory Investigations of Frozen Ground [in Russian], Izd. AN SSSR (1953).

  4. V. B. Shvets and B. N. Mel'nikov, "Providing stability of shallow foundations," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2 (1968).

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Authors
  1. B. N. Mel'nikov
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  2. V. B. Shvets
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Additional information

Sverdlovsk. Translated from Osnovyaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 12–15, September–October, 1971.

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Mel'nikov, B.N., Shvets, V.B. Frost heaving of clays in different states of stress. Soil Mech Found Eng 8, 323–327 (1971). https://doi.org/10.1007/BF01705059

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  • DOI: https://doi.org/10.1007/BF01705059

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