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Forecasting Stress-Strain Behavior of a Thermally-Stabilized Base

  • CONSTRUCTION ON PERMAFROST
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Soil Mechanics and Foundation Engineering Aims and scope

The paper proposes an improved procedure for projecting thermal and stress-strain behavior of the base of an oil tank erected on permafrost soil by taking into account cryogenic heaving of artificially frozen soil. It was shown that the use of just thermal calculations alone (which are conventionally performed when designing buildings in cryolitic zone) is definitely insufficient for providing safety, and that thermomechanical calculations should be performed as well.

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References

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Authors and Affiliations

  1. Gazprom StroyTEK Salavat, Moscow, Russia

    E. V. Ibragimov

  2. University of Civil Engineering (MGSU), Moscow, Russia

    Ya. A. Kronik

  3. Emperor Alexander I St. Petersburg State Transport University, St. Petersburg, Russia

    V. M. Paramonov

Authors
  1. E. V. Ibragimov
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  2. Ya. A. Kronik
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  3. V. M. Paramonov
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Corresponding author

Correspondence to Ya. A. Kronik.

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 36-40, November-December, 2018.

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Ibragimov, E.V., Kronik, Y.A. & Paramonov, V.M. Forecasting Stress-Strain Behavior of a Thermally-Stabilized Base. Soil Mech Found Eng 55, 433–437 (2019). https://doi.org/10.1007/s11204-019-09560-3

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  • DOI: https://doi.org/10.1007/s11204-019-09560-3

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