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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
  • 20 Downloads

Keywords

Civil Engineer Structural Foundation Hydraulic Engineer 
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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

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