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contributor authorJ. P. Bardet
date accessioned2017-05-08T23:37:37Z
date available2017-05-08T23:37:37Z
date copyrightMarch, 1992
date issued1992
identifier issn0021-8936
identifier otherJAMCAV-26337#128_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109778
description abstractA viscoelastic model is proposed to describe the dynamic response of the saturated poroelastic materials that obey the Biot theory (1956). The viscoelastic model is defined from the velocity and attenuation of dilatational and distortional waves in poroelastic materials. Its material properties are defined in terms of the elastic moduli, porosity, specific gravity, degree of saturation, and permeability of the soils. The proposed model is tested by comparing its response with the one of poroelastic materials in the case of axial and lateral harmonic loadings of one-dimensional columns. The viscoelastic model is simpler to use than poroelastic materials but yields similar results for a wide range of soils and dynamic loadings.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Viscoelastic Model for the Dynamic Behavior of Saturated Poroelastic Soils
typeJournal Paper
journal volume59
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2899417
journal fristpage128
journal lastpage135
identifier eissn1528-9036
keywordsSoil
keywordsDensity
keywordsPermeability
keywordsWaves
keywordsMaterials properties
keywordsDynamic response
keywordsElastic moduli AND Porosity
treeJournal of Applied Mechanics:;1992:;volume( 059 ):;issue: 001
contenttypeFulltext


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