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Consolidation of a Poroelastic Half–Space

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dc.contributor.author singh, Sarvajit
dc.contributor.author Rani, Sunita
dc.contributor.author Kumar, Raman
dc.date.accessioned 2022-08-25T10:05:42Z
dc.date.available 2022-08-25T10:05:42Z
dc.date.issued 2013-09-06
dc.identifier.issn 2278-9561
dc.identifier.issn 2278-957X
dc.identifier.uri http://dspace.chitkarauniversity.edu.in/xmlui/handle/123456789/551
dc.description.abstract A porous medium is an elastic solid permeated by an interconnected network of pores filled with a fluid. Both solid and pore network are assumed to be continuous so as to form two interpenetrating continua. The theory of poroelasticity investigates the time-dependent coupling between the deformation of the elastic solid skeleton and fluid flow within the skeleton. The solid-to-fluid and fluid-to-solid couplings are assumed to occur instantaneously in the quasi-static approximation in which elastic wave propagation is ignored. Consolidation of a poroelastic body takes place when it is acted upon by surface loads. The study of consolidation of a poroelastic half-space or stratum has received much attention due to its geophysical and engineering applications. The aim of the present paper is to review recent work on the subject, indicating the assumptions made, methods used and conclusions drawn. en_US
dc.language.iso en en_US
dc.relation.ispartofseries ;CHAENG/2013/49583
dc.subject anisotropic permeability en_US
dc.subject quasi-static en_US
dc.title Consolidation of a Poroelastic Half–Space en_US
dc.type Article en_US


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