Skip to main content
SpringerLink
Log in

Bearing capacity of driven piles in sandy soils according to resistance characteristics and their variability

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

Abstract

Refined standard resistances are suggested for sandy soils under a point and along the side surface of piles, and also their reliability coefficients with different confidence levels established by statistical-probability processing of full-scale static tests. The suggested procedure not only makes it possible to raise the transmitted load on piles, but to efficiently use their bearing capacity with consideration of the degree of responsibility of the buildings and structures being designed.

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

Literature cited

  1. Construction Standards and Rules 2.02.03-85. Pile Foundations.

  2. N. N. Ermolaev and V. V. Mikheev, Reliability of Structures' Foundations [in Russian], Stroiizdat, Leningrad (1976).

    Google Scholar 

  3. Z. Sirozhiddinov, "Questions of the reliability of pile foundations," in: Nonlinear Methods of Calculating Bases and Foundations: Interinstitutional Collection [in Russian], MarPI, Ioshkar-Ola (1990), pp. 38–40.

    Google Scholar 

  4. Z. Sirozhiddinov, "Probability problems of the bearing capacity and reliability of pile foundations," in: Pile Foundations. Collection of Scientific Works [in Russian], ed. by V. A. Il'ichev, Stroiizdat, Moscow (1991), pp. 62–67.

    Google Scholar 

  5. A. M. Dlin, Factor Analysis in Production [in Russian], Statistika, Moscow (1975).

    Google Scholar 

  6. N. Draper and T. Smith, Applied Regression Analysis [Russian translation], Statistika, Moscow (1973).

    Google Scholar 

  7. Z. Sirozhiddinov, "Determination of the bearing capacity of driven piles on the basis of refinement of calculated resistances of silty-clay soils," Osn., Fundam. Mekh. Gruntov, No. 3, 14–17 (1992).

Download references

Author information

Authors and Affiliations

  1. Moscow Construction Engineering Institute, USSR

    Z. Sirozhiddinov

Authors
  1. Z. Sirozhiddinov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 14–17, September–October, 1992.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Sirozhiddinov, Z. Bearing capacity of driven piles in sandy soils according to resistance characteristics and their variability. Soil Mech Found Eng 29, 149–152 (1992). https://doi.org/10.1007/BF02094708

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02094708

Keywords

Search

Navigation