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contributor authorDimitri E. Beskos
contributor authorConstantine N. Papadakis
contributor authorHyo Seop Woo
date accessioned2017-05-08T22:24:39Z
date available2017-05-08T22:24:39Z
date copyrightMay 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A5%281017%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80075
description abstractThe propagation of plane harmonic Rayleigh waves in a half‐space elastic, fully saturated, rock medium characterized by two degrees of porosity—one due to the pores and the other due to the fissures—is studied analytically. With the aid of the Helmholtz method of decomposition of displacement and velocity vectors, the application of the boundary conditions, and the usual assumption of exponential attenuation of waves with depth, the governing equations of motion finally reduce to the secular equation for Rayleigh waves. The solution of this equation helps to determine both the phase velocity and attenuation coefficient of the Rayleigh waves as functions of frequency. A parametric numerical study reveals that, for certain ranges of frequencies, velocity and attenuation of the two‐porosity model show small and large differences, respectively, from their values for the single‐porosity model.
publisherAmerican Society of Civil Engineers
titleDynamics of Saturated Rocks. III: Rayleigh Waves
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:5(1017)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


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