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contributor authorT. Senjuntichai
contributor authorN. Sornpakdee
contributor authorJ. Teerawong
contributor authorR. K. N. D. Rajapakse
date accessioned2017-05-08T22:41:12Z
date available2017-05-08T22:41:12Z
date copyrightMay 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A5%28578%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86425
description abstractThis paper considers load transfer from an axially loaded long elastic bar into a multilayered poroelastic half-space. The problem is analyzed by decomposing the bar-half-space system into an extended half-space governed by Biot’s theory of poroelasticity and a one-dimensional fictitious bar. The interaction problem is formulated in the Laplace transform domain. Vertical displacement of the bar is approximated by an exponential series with a set of arbitrary functions. The arbitrary functions are determined by using a variational method. The vertical displacement influence function of a multilayered half-space subjected to a buried uniform vertical patch load is required in the variational formulation. The required influence function is obtained by employing a previously developed exact stiffness matrix method. Time domain solutions are computed by using a numerical Laplace inversion scheme. Selected numerical results are presented to portray the influence of the bar length–radius ratio, layer configuration, poroelastic material parameters, and loading time history on the time dependent response of a bar.
publisherAmerican Society of Civil Engineers
titleTime-Dependent Response of an Axially Loaded Elastic Bar in a Multilayered Poroelastic Medium
typeJournal Paper
journal volume133
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:5(578)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 005
contenttypeFulltext


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