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contributor authorZ. Q. Yue
contributor authorA. P. S. Selvadurai
date accessioned2017-05-08T22:37:35Z
date available2017-05-08T22:37:35Z
date copyrightApril 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A4%28502%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84220
description abstractThe paper analytically examines the axisymmetric interaction between a rigid, circular, flat indentor and a poroelastic half-space that is saturated with a compressible fluid. The contact between the indentor and the poroelastic half-space is assumed to be smooth. The drainage conditions at the surface of the poroelastic half-space are considered as either completely drained, or partially drained, or completely undrained. By using the integral transform techniques, the paper develops the governing coupled integral equations. These governing integral equations are further reduced to systems of standard Fredholm integral equations of the second kind in the Laplace transform domain. Efficient computational algorithms are proposed to evaluate the time-dependent behavior of the rigid, circular indentor. The numerical results presented in the paper illustrate the manner in which the three variations in pore-pressure boundary conditions and the undrained compressibility of pore-fluid influence the consolidation response of the indentor.
publisherAmerican Society of Civil Engineers
titleContact Problem for Saturated Poroelastic Solid
typeJournal Paper
journal volume121
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:4(502)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004
contenttypeFulltext


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