Skip to main content
SpringerLink
Log in

Bearing Capacity of an Eccentrically and Obliquely Loaded Strip Foundation on a Weightless Cohesive Bed

  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Exact solutions are given for the problem of the bearing capacity of the weightless cohesive bed of a strip foundation for two cases: one- and two-sided overflow. The effect of the incline and eccentricity of the load is analyzed, and assumptions relating to consideration of these factors are formulated on the basis of these solutions.

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. V. G. Fedorovsky, Stability of foundations under eccentric and inclined loads, Proceedings of the Twelveth International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Rio de Janeiro (1989), pp. 421-425.

    Google Scholar 

  2. L. O. Prandtl, On the hardness of plastic materials and cutting resistance, Theory of Plasticity [in Russian], Moscow (1948), pp. 70-79.

  3. V. I. Novotortsev, “Experience with application of the theory of plasticity to problems involving determination of the bearing capacity of the beds of structures,” Izv. Vses. Nauchno-Issled. Inst. Gidrotekh., No. 22 (1938).

  4. B. A. Hansen, A Theory of Plasticity for Ideal Frictionless Materials, Tekhnisk Forlag, Copenhagen (1965).

    Google Scholar 

  5. Yu. I. Solov'ev, Extremal static solutions of the plane problem of bed stability for structures, Experimental-Theoretical Investigations of Nonlinear Problems in the Field of Beds and Foundations [in Russian], Novocherkassk (1979), pp. 72-77.

  6. S. V. Kurillo and V. G. Fedorovskii, Effect of lower-surface roughness on the bearing capacity of an obliquely and eccentrically loaded foundation: experiment and analysis, Water-Handling Facilities, Ports, and Port Structures, and Construction Projects on the Continental Shelf [in Russian], Moscow (1999), pp. 118-131.

  7. V. G. Fedorovskii, “Ketter equation for soil with anisotropy and non-uniformity of strength characteristics,” Tr. Nauchno-Issled. Inst. Osn. Podzem. Sooruzh., No. 88, 3-14 (1987).

    Google Scholar 

  8. L. M. Kachanov, Fundamentals of Plasticity Theory [in Russian], Nauka, Moscow (1969).

    Google Scholar 

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

Rights and permissions

Reprints and permissions

About this article

Cite this article

Fedorovskii, V.G. Bearing Capacity of an Eccentrically and Obliquely Loaded Strip Foundation on a Weightless Cohesive Bed. Soil Mechanics and Foundation Engineering 40, 161–172 (2003). https://doi.org/10.1023/B:SMAF.0000010109.35709.7b

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1023/B:SMAF.0000010109.35709.7b

Search

Navigation