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LOAD BEARING CAPACITY OF DRILLED PIER FOUNDATIONS UNDER ARBITRARY APPLICATION OF INCLINED FORCE

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Author(s): V. V. Ledenyov | Chu Thi Hoang Anh

Journal: Scientific Herald of the Voronezh State University of Architecture and Civil Engineering
ISSN 2075-0811

Volume: 9;
Issue: 1;
Start page: 34;
Date: 2011;
Original page

Keywords: foundation | base | load | normal contact stress | tangential contact stress | load bearing capacity

ABSTRACT
Problem statement. The aim of the paper is to describe a method for calculation of cylindrical drilled pier foundation under the action of spatial force system.Results and conclusions. Contact stress contours are taken from results of the experiments. The relations between foundation load bearing capacity and different forms of shearing stress distribu-tion diagrams are obtained. It is established that calculation of load bearing capacity of drilled pier foundations under arbitrary action of inclined force can be reduced to the solution of simpler two-dimensional problems. It is concluded that the force acting on the foundation can be resolved into components located in the plane which goes through the foundation axis.
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