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contributor authorA. J. Philippacopoulos
date accessioned2017-05-08T22:38:23Z
date available2017-05-08T22:38:23Z
date copyrightAugust 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A8%28860%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84660
description abstractThe problem under consideration is to determine the motion of a poroelastic half-space produced by a buried point source with arbitrary time variation. The method followed is to generate the associated Green's functions as a superposition of the singular solution corresponding to the inhomogeneous problem for the whole space plus a contribution representing relevant effects due to the presence of the free surface. The mathematical approach is based on integral transform techniques: Fourier transform with respect to the time and Hankel transform with respect to the space. The Green's functions for the displacement fields (solid and pore fluid motion respectively) show additional integratable singularities arising from Rayleigh poles and by eight branch points resulting from combinations of three radicals containing the three fundamental wave numbers of poroelastic propagation. Recognizing that the branch points and poles are complex valued as a result of dissipation by the skeletal frame as well as viscous dissipation due to the relative motion of the pore fluid with respect to the frame material, integration in the ω-
publisherAmerican Society of Civil Engineers
titleBuried Point Source in a Poroelastic Half-Space
typeJournal Paper
journal volume123
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:8(860)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 008
contenttypeFulltext


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