Harmonic Vertical Pile Response in Non-Homogeneous Mediumby Rajan Sen, Univ of South Florida, Tampa, FL, USA,
Trevor G. Davies, Univ of South Florida, Tampa, FL, USA,
Abstract: This paper describes the application of the boundary element method to determine the steady state response of vertically loaded floating piles in a non-homogeneous medium in which the the soil modulus increases linearly with depth. Non-dimensional plots showing results of parametric studies are presented, a simplified spring and dash-pot model developed and its application illustrated by an example.
Subject Headings: Boundary element method | Vertical loads | Load factors | Piles | Homogeneity | Soil modulus | Model analysis | Soil structures
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