Soil Mechanics and Foundation Engineering

, Volume 29, Issue 4, pp 101–103 | Cite as

Determination of the tilt of a rigid embedded strip foundation

  • A. B. Ogranovich
Soil Mechanics


A solution is derived for a rigid foundation located on the bottom of a rectangular opening in a half plane (plane strain) and loaded by a moment. The problem is solved by the method of rectangular elements into which the perimeter of the opening is divided. The results of the solution are reduced to tabulated values.


Civil Engineer Plane Strain Structural Foundation Hydraulic Engineer Half Plane 
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.
    A. B. Ogranovich, "Calculation of a rigid pyramidal pile for a lateral load in an elastic half space," Stroit. Mekh. Raschet Sooruzh., No. 4, 7–9 (1989).Google Scholar
  2. 2.
    M. I. Gorbunov-Posadov, T. A. Malikova, and V. I. Solomin, Design of Structures on an Elastic Bed [in Russian], Stroiizdat, Moscow (1984).Google Scholar
  3. 3.
    A. B. Ogranovich, "Calculation of a laterally loaded flexible pyramidal pile in an elastic half space," Izv. Vyssh. Uchebn. Zaved., Ser. Stroit. Arkhit., No. 5, 110–112 (1990).Google Scholar

Copyright information

© Plenum Publishing Corporation 1992

Authors and Affiliations

  • A. B. Ogranovich
    • 1
  1. 1.Yakutsk State UniversityUSSR

Personalised recommendations