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Dependence of the tangential forces of frost heaving of foundations on the depth of freezing in the ground

  • Discussion Of New Construction Specifications And Regulations
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. A. M. Pchelintsev, I. A. Tyutyunov, O. S. Konnova, A. V. Sadovskii, and E. A. Levkovich, Recommendation for Using High-Molecular Compounds to Combat Frost Heaving of Foundations [in Russian], Stroiizdat, Moscow (1969).

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  2. N. A. Peretrukhin, "Patterns of interaction between heaving soils and foundations of structures in regions of permafrost, Author's Abstract of Doctoral Dissertation, NII Osnovanii (1969).

  3. V. O. Orlov, Frost Heaving of Finely Dispersed Soils [in Russian], Izd. AN SSSR, Moscow (1962).

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

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Authors
  1. A. M. Pchelintsev
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Additional information

Scientific-Research Institute of Foundations and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 32–33, September–October, 1975.

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Pchelintsev, A.M. Dependence of the tangential forces of frost heaving of foundations on the depth of freezing in the ground. Soil Mech Found Eng 12, 331–333 (1975). https://doi.org/10.1007/BF01706180

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  • DOI: https://doi.org/10.1007/BF01706180

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