Soil Mechanics and Foundation Engineering

, Volume 9, Issue 6, pp 416–420 | Cite as

Calculation of displacements of bulkhead-type quays designed by the free-earth-support method (for purposes of discussion)

  • V. M. Karpov
Foundation Engineering


Civil Engineer Structural Foundation Hydraulic Engineer 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.


Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Literature cited

  1. 1.
    M. I. Gorbunov-Posadov, O. Ya. Shekhter, and V. A. Kofman, "Earth pressure on a rigid embedded foundation and free deformations of a foundation pit," in: Collection No. 24 of the Scientific Research Institute of Bases, Soil Mechanics [in Russian], Gosstroiizdat (1954).Google Scholar
  2. 2.
    A. N. Snitko, "Solution of the contact problem for a rigid wall in an elastic medium," in: Collection of Reports on Hydraulic Engineering [in Russian], No. 11, VNIIG (1970).Google Scholar
  3. 3.
    A. B. Ogranovich and M. I. Gorbunov-Posadov, "Calculation of a horizontal load on a foundation wall with consideration of discontinuity of the base," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1966).Google Scholar
  4. 4.
    V. A. Florin, Principles of Soil Mechanics [in Russian], Vol. 2 Gostroiizdat (1961).Google Scholar
  5. 5.
    Instructions on the Design of Marine Mooring Structures, VSN 3–67/MMF [in Russian], Moscow (1968).Google Scholar

Copyright information

© Consultants Bureau 1973

Authors and Affiliations

  • V. M. Karpov

There are no affiliations available

Personalised recommendations