Abstract
This paper is concerned with the low frequency harmonic oscillation of rigid rectangular foundations deeply embedded in an isotropic elastic soil media. It is shown that a solution based on matched asymptotic expansion techniques can be combined with certain approximate solutions developed for the static compliance of a rigid rectangular plate embedded in an elastic infinite space, to yield a set of bounds for the dynamic response of an embedded rigid rectangular foundation.
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More From: International Journal of Soil Dynamics and Earthquake Engineering
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