Skip to main content
SpringerLink
Log in

Peculiarities of regulatory documents for design of foundations formed from helical anchors and piles

  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

The feasibility of using domestic regulatory documents for development of foundation designs formed from helical anchors and piles is examined. Problems facing engineers in the design process, and also possible methods and means of their solution, are described.

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. Yu. E. Ponomarenko, S. V. Lobanov, and N. B. Branov, “Experience with use of helical piles for bridge construction in the Omsk Oblast,” Vestn. SibADI, No. 1, 50–52 (2012).

    Google Scholar 

  2. Construction Rule and Regulation 2.02.03-85. Pile Foundations [in Russian].

  3. Building Code 50-102-2003. Design and Installation of Pile Foundations [in Russian].

  4. Building Code 24.13330.2011. Pile Foundations [in Russian], updated edition of Construction Rule and Regulation 2.02.03-85.

  5. V. A. Penchuk, Helical Piles and Anchors for Supports [in Russian], Budivel’nik, Kiev (1985).

    Google Scholar 

  6. M. D. Irodov, Use of Helical Piles in Construction [in Russian], Stroiizdat, Moscow (1968).

    Google Scholar 

  7. V. M. Zhelezkov, Improving rate of restoration of military highway bridges in operations and technical screening, Author’s abstract of dissertation for Candidate of Technical Sciences, Saint Petersburg (2009).

  8. D. Bobbitt, Production and Field Control for Helical Pile Installation, HPW Archive (2006).

  9. A. Serato and R. Victor, “Effects of helical anchor geometry on long-term performance of small wind tower foundations subject to dynamic loads,” J. Deep Found. Inst., 2, 30–41 (2008).

    Google Scholar 

  10. R. M. Hoyt and S. P. Clemence, Uplift capacity of helical anchors in soils, Proceedings of the Twelfth International Conference of Soil Mechanics and Foundation Engineering, Vol. 2, 1019–1022 (1989).

  11. L. G. Mariupol'skii, Soil resistance to pullout of mushroom-like foundations and helical piles, Author's abstract of dissertation for Candidate of Technical Sciences, Moscow (1966).

  12. STO 56947007–29.120.95-050-2010. Design Standards for Helical-Pile Foundations [in Russian].

Download references

Author information

Authors and Affiliations

  1. GOU VPO Siberian State Highway Academy, Omsk, Russia

    Yu. E. Ponomarenko & N. B. Baranov

  2. JSC NPO Mostovik, Moscow, Russia

    Yu. E. Ponomarenko & N. B. Baranov

Authors
  1. Yu. E. Ponomarenko
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. N. B. Baranov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 28–31, January-February, 2013.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Ponomarenko, Y.E., Baranov, N.B. Peculiarities of regulatory documents for design of foundations formed from helical anchors and piles. Soil Mech Found Eng 50, 38–41 (2013). https://doi.org/10.1007/s11204-013-9207-y

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11204-013-9207-y

Keywords

Search

Navigation