Abstract Presented at the 10th Asian Technology Conference in Mathematics
December 12-19, 2005, South Korea

Analysis of Transient Ground Surface Displacements Due to a Point Sink in a Porous Elastic Half-Space

John C.-C. Lu
cclu@chu.edu.tw
Dept. of Civil Engng. & Engng. Info.
Chung-Hua University

Feng-Tsai Lin
ftlin@mail.nkmu.edu.tw
Department of Naval Architecture
National Kaohsiung Marine University
Taiwan

Abstract

Based on Biot's three-dimensional consolidation theory of porous media, analytical solutions of the transient consolidation deformation due to a point sink in a saturated isotropic porous elastic half-space are presented. Using the Laplace, Hankel and Fourier integral transform techniques, closed-form solutions of the horizontal and vertical displacements of the ground surface are obtained. In the analysis, case of permeable half-space boundary is studied. The consolidation as effected by the soil parameters are illustrated and discussed.

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