Springer Nature is making SARS-CoV-2 and COVID-19 research free. View research | View latest news | Sign up for updates

Determination of initial critical load on soil under structures

  • 23 Accesses

  • 1 Citations

This is a preview of subscription content, log in to check access.

Literature cited

  1. 1.

    N. P. Puzyrevskii, Design of Footings [in Russian], Izd. Instituta Putei Soobshcheniya (1923).

  2. 2.

    N. P. Puzyrevskii, “Stress theory of earth soils,” Collection, LIIPS,99 (1929).

  3. 3.

    I. V. Yaropolskii, “Utilization of elastic theory for design of natural footings,” Collection, LIIPS,99 (1929).

  4. 4.

    N. M. Gersevanov, "General method in theory of elasticity. Stress determination in soils with a given load on the surface," Trudy VIOS, Osnovaniya i Fundamenty, Collection No. 1 (1933).

  5. 5.

    N. N. Maslov, Applied Soil Mechanics [in Russian], Mashtroiizdat (1949).

  6. 6.

    N. A. Tsytovich, Soil Mechanics [in Russian], Gosstroiizdat (1962).

  7. 7.

    SNiP II-B.1-62, Foundations of Buildings and Structures [in Russian], Gosstroiizdat (1962).

  8. 8.

    M. Yu. Abelev, Author's Candidate Dissertation, MISI (1964).

Download references

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 5–7, July–August, 1969.

Rights and permissions

Reprints and Permissions

About this article

Cite this article

Ryazanov, N.S. Determination of initial critical load on soil under structures. Soil Mech Found Eng 6, 231–234 (1969). https://doi.org/10.1007/BF01711030

Download citation

Keywords

  • Civil Engineer
  • Critical Load
  • Structural Foundation
  • Hydraulic Engineer
  • Initial Critical Load