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Improved protection of piles against frost destruction

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

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Literature cited

  1. V. E. Poluektov, V. I. Mezhenskii, and S. F. Rumyantsev, "Causes of destruction of foundation under permafrost soil conditions and measures for preventing them," Osn., Fundam. Mekh. Gruntov, No. 5 (1981).

  2. N. N. Gubonin, V. M. Kagan, and B. I. Pinus "Long-term effect of below-freezing temperatures on strength of high-class concretes," Beton Zhelezobeton, No. 11 (1968).

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Authors
  1. V. S. Neklyudov
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  2. Yu. O. Targulyan
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Additional information

Scientific Council of Norilsk (GMK). Scientific-Research Institute of Bases and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2. pp. 16–19, March–April, 1983,

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Neklyudov, V.S., Targulyan, Y.O. Improved protection of piles against frost destruction. Soil Mech Found Eng 20, 58–63 (1983). https://doi.org/10.1007/BF01710553

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  • DOI: https://doi.org/10.1007/BF01710553

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