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contributor authorDimitri E. Beskos
contributor authorIrene Vgenopoulou
contributor authorConstantine P. Providakis
date accessioned2017-05-08T22:25:02Z
date available2017-05-08T22:25:02Z
date copyrightMay 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A5%28996%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80253
description abstractThe propagation of plane harmonic body waves in an unbounded, fully saturated, elastic rock medium characterized by two degrees of porosity—one due to the pores and the other due to the fissures—is studied analytically‐numerically. The analysis reveals the existence of four kinds of body waves, one shear and three compressional, which are characterized by dispersion and attenuation. A parametric numerical study leads to the conclusion that, for certain ranges of frequency, velocity and attenuation of the two‐porosity model exhibit considerable differences from their values for the single‐porosity model.
publisherAmerican Society of Civil Engineers
titleDynamics of Saturated Rocks. II: Body Waves
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:5(996)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


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