Skip to main content
SpringerLink
Log in

Investigation of the work of single situ-cast piles under different load combinations

  • Foundation Engineering
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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

Literature cited

  1. N. M. Glotov, A. A. Luga, K. S. Silin, and K. S. Zavriev, Pile Foundations [in Russian], Transport, Moscow (1975).

    Google Scholar 

  2. K. S. Zavriev and G. S. Shpiro, Calculations of Deep Bridge Pier Foundations [in Russian], Transport, Moscow (1970).

    Google Scholar 

  3. G. I. Glushkov, Statics and Dynamics of Embedded Structures [in Russian], Storiizdat, Moscow (1967).

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Kiev Branch, All-Union Scientific-Research Institute of Hydraulic Engineering and Sanitation (VNIIGS), USSR

    O. V. Karasev, G. P. Talanov & S. F. Benda

Authors
  1. O. V. Karasev
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. G. P. Talanov
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. S. F. Benda
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 19–21, May–June, 1977.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Karasev, O.V., Talanov, G.P. & Benda, S.F. Investigation of the work of single situ-cast piles under different load combinations. Soil Mech Found Eng 14, 173–177 (1977). https://doi.org/10.1007/BF02092686

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02092686

Keywords

Search

Navigation