NEHRP Clearinghouse

Title
Vertical and Torsional Vibration of Foundations in Inhomogeneous Media.
File
PB88134291.pdf
Author(s)
Veletsos, A. S.; Dotson, K. W.
Source
National Science Foundation, Washington, DC., June 1, 1987, 43 p.
Identifying Number(s)
NCEER-87-0010
Abstract
A study of the dynamic impedances for a radially inhomogeneous infinite viscoelastic layer with a circular hole, and for piles embedded in a medium represented by such layers is made. Systems in vertical and torsional modes of vibration are examined considering both a discontinuous variation in shear modulus and an exponentially increasing, continuous variation. The results are evaluated over wide ranges of the parameters involved and compared with those obtained for a homogeneous layer. In addition, the harmonic response of strip foundations supported at the surface of a vertically inhomogeneous viscoelastic halfspace is examined, and it is shown that within the framework of a previously proposed approximation, the impedances of such foundations for both horizontal and vertical modes of vibration may be deduced from those obtained for the vertically excited, radially inhomogeneous layer.
Keywords
; Harmonic functions; Vibration; Earthquake engineering; Pile foundations; Layers; Soil horizons; Soil mechanics