Skip to main content
SpringerLink
Log in

Limiting pressure on rows of strip plates and the “no-force-through” effect

  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The problem of the theory of limiting equilibrium relative to the pressure of an infinite periodic series of strip plates on a weightless cohesive bed is examined. The “no-force-through” effect is exposed when the distances between plates are less then a certain critical value. A formula for determination of the limiting pressure and critical gap is proposed as a result of the processing of numerical calculations. Applications of this problem to actual geomechanical problems such as anti-slide pile bracings are discussed.

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. K. V. Korolev, Bearing capacity of beds of closely situated shallow strip foundations, Author’s abstract of dissertation for Candidate of Technical Sciences, Tomsk (2003).

  2. E. A. Sorochan and V. A. Kovolev, “Analysis of shallow double-slot foundations,” Osn., Fundam. Mekh. Gruntov, No. 1, 11–14 (2006).

  3. S. I. Matsii and F. N. Derevenets, “Application of the finite-element method to investigate interaction between slide-prone soils and piles,” Osn., Fundam. Mekh. Gruntov, No. 4, 8–12 (2005).

  4. V. G. Fedorovskii, S. N. Levachev, S. V. Kurillo, and Yu. M. Kolesnikov, Piles in Hydraulic Construction [in Russian], Izdatel’stvo ASV, Moscow (2003).

    Google Scholar 

  5. V. Prager, Problems of Plasticity Theory [Russian translation], Fizmatgiz, Moscow (1958).

    Google Scholar 

  6. V. F. Fedorovskii and S. V. Kurillo, “Method of a variable level of shear-strength mobilization,” Osn., Fundam. Mekh. Gruntov, No. 4, 18–22 (1998).

  7. V. Fedorovskii and S. Kurillo, Method of a variable level of shear strength mobilization for calculation of the strength of soil masses, Proceedings of the Fifteenth International Conference on Soil Mechanics and Geologic Engineering, Vol. 1, Stambul (2001).

Download references

Author information

Authors and Affiliations

  1. Scientific-Research Institute of Foundations and Underground Structures, Russia

    V. G. Fedorovskii

Authors
  1. V. G. Fedorovskii
    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. 9–13, May–June, 2006.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Fedorovskii, V.G. Limiting pressure on rows of strip plates and the “no-force-through” effect. Soil Mech Found Eng 43, 85–91 (2006). https://doi.org/10.1007/s11204-006-0029-z

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11204-006-0029-z

Keywords

Search

Navigation