Skip to main content
SpringerLink
Log in

Use of seasonally frozen heaving soils as beds and backfill for underground structures

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

Characteristics of interaction between heaving soils beneath the bottom of a tank and in the backfill of the recesses and the structural components of an underground structure are examined. An algorithm is cited for calculation of frost-heaving forces of the soil on an underground structure.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. Construction Rule and Regulation 2.02.01-83*. Beds of Buildings and Structures [in Russian], upgraded edition of Building Code 22.13330.2011.

  2. R. Sh. Abzhalimov, "Analysis of tanks placed on heaving soils," Prom. Grazhdan. Stroit., No. 1, 45-46 (2000).

  3. R. Sh. Abzhalimov, "Determination of computed negative-temperature values in soils with respect to frost depth," Osn., Fundam. Mekh. Gruntov, No. 1, 26-30 (2007).

  4. STO11888052-001-2011. Determination of Soil Temperatures Over Depth of Frost for Design of Foundations of Buildings and Underground Utilities in Population Centers of the Omsk Oblast [in Russian].

  5. R. Sh. Abzhalimov, "Laboratory investigations of frost heaving," Osn., Fundam. Mekh. Gruntov, No. 5, 20-22 (1982).

  6. R. Sh. Abzhalimov and N. N. Golovko, "Laboratory investigations of relationship between frostinduced heaving of soil and pressure in a small-size industrial plant," Inzh. Geol., No. 4, 30-35 (2008).

  7. M. I. Gorbunov-Posadov, T. A. Malikova, and V. I. Solomin, Analysis of Structures on Elastic Beds [in Russian], Stroiizdat, Moscow (1984).

    Google Scholar 

  8. R. Sh. Abzhalimov, Stress Distribution of Frost-Induced Heaving of Soil Beneath Foundations and Underground Structures [in Russian], Izdatel'stvo Sibirskogo Otdeleniya Russkogo Akademii Nauk, Novosibirsk (2008).

    Google Scholar 

  9. STO 11888052-004-2011. Design and Installation of Foundations for Low-Rise Residential and Public Buildings on Heaving-Prone BedSoils Within the Omsk Oblast [in Russian].

  10. R. Sh. Abzhalimov, "Influence of backfill soil on the stress state of underground structures subject to frost heaving in their beds," Probl. Razvit. Transp. Inzh. Kommun., No. 2, 32-34 (1999).

    Google Scholar 

  11. A. G. Brodskaya, Compressibility of Frozen Soils [in Russian], Izdatel'stvo Russkogo Akademii Nauk, Moscow (1962).

    Google Scholar 

  12. S. S. Vyalov, Yu. K. Zaretskii, and C. È. Gordetskii, Strength and Creep Analyses for Artificially Frozen Soils [in Russian], Stroiizdat, Leningrad (1981).

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Omskgrazhdanproekt, Omsk, Russia

    R. Sh. Abzhalimov

Authors
  1. R. Sh. Abzhalimov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 35-39, November-December, 2012.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Abzhalimov, R.S. Use of seasonally frozen heaving soils as beds and backfill for underground structures. Soil Mech Found Eng 49, 257–263 (2013). https://doi.org/10.1007/s11204-013-9199-7

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11204-013-9199-7

Keywords

Search

Navigation