D. Basu
Postdoctoral Researcher, School
of Mechanical Engineering, Purdue University,
West Lafayette, IN, USA
R. Salgado
Professor, School of Civil
Engineering, Purdue University, West
Lafayette, IN, USA
This paper is part
of the international journal for Numerical
and Analytical Methods in Geomechanics. © 2007 John Wiley & Sons, Ltd.
An analysis is
developed to determine the response of laterally loaded rectangular piles in layered
elastic media. The governing differential equations for the pile deflections
are obtained using the principle of minimum potential energy. Closed-form
solutions of pile deflection, the slope of the deflected curve, the bending moment
and the shear force profiles can be obtained by this method for the entire pile
length. The method produces pile responses in seconds. The shape of the pile
cross section has a bearing on the pile response, as shown by comparisons of
the response of piles with rectangular, square and circular cross sections.
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Get this paper: R. Salgado
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