Determination of the tilt of a rigid embedded strip foundation
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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.
KeywordsCivil Engineer Plane Strain Structural Foundation Hydraulic Engineer Half Plane
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- 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.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.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