Skip to main content
SpringerLink
Log in

On the diagram of reaction pressures under the base of a rigid foundation

  • Soil Mechanics
  • 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. M. I. Gorbunov-Posadov, Stability of Foundations on a Sand Bed [in Russian], Gosstroiizdat (1962).

  2. E. K. Sedykh, Construction of the Diagrams of the Reaction Pressure Under Rigid Foundations on the Basis of the Mixed Elastoplastic Problem [in Russian], Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4 (1961).

  3. M. I. Gorbunov-Posadov, Calculation of Foundation Beds as a Mixed Problem of the Theory of Elasticity and the Theory of the Maximally Stressed State of the Soil. Conference to Give an Account of the Research Works of 1954 of the All-Union Research Institute of Foundation Beds and Foundations [in Russian], Gosstroiizdat (1956).

  4. V. A. Florin, Principles of Soil Mechanics [in Russian],1, Gosstroiizdat (1959).

Download references

Authors
  1. E. K. Sedykh
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, Vol. 1, No. 3, pp. 8–11, March, 1964

Rights and permissions

Reprints and permissions

About this article

Cite this article

Sedykh, E.K. On the diagram of reaction pressures under the base of a rigid foundation. Soil Mech Found Eng 1, 153–157 (1964). https://doi.org/10.1007/BF01703665

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01703665

Keywords

Search

Navigation