Consolidation of Elastic Porous Media Saturated by Two Immiscible Fluids

dc.contributor.author Tuncay, Kağan
dc.contributor.author Çorapçıoğlu, M. Yavuz
dc.coverage.doi 10.1061/(ASCE)0733-9399(1996)122:11(1077)
dc.date.accessioned 2016-03-30T07:48:47Z
dc.date.available 2016-03-30T07:48:47Z
dc.date.issued 1996
dc.description.abstract A theory is presented to simulate the consolidation of elastic porous media saturated by two immiscible Newtonian fluids. The macroscopic equations, including mass and momentum balance equations and constitutive relations, are obtained by volume averaging the microscale equations. The theory is based on the small deformation assumption. In the microscale, the grains are assumed to be linearly elastic and the fluids are Newtonian. The bulk and shear moduli of the solid matrix are introduced to obtain the macroscopic constitutive equations. Momentum transfer terms are expressed in terms of intrinsic and relative permeabilities assuming the validity of Darcy's law. In one dimension, the governing equations reduce to two coupled diffusion equations in terms of the pore pressures of the fluid phases. An analytical solution is obtained for a column with a fixed impervious base and a free drainage surface. Results are presented for cases of practical interest, i.e., columns saturated by oil-water and air-water phases. Results indicate that the presence of a second fluid phase affects pore water pressure and total settlement. en_US
dc.identifier.citation Tuncay, K., and Çorapçıoplu, M. Y. (1996). Consolidation of elastic porous media saturated by two immiscible fluids. Journal of Engineering Mechanics, 122(11), 1077-1085. doi:10.1061/(ASCE)0733-9399(1996)122:11(1077) en_US
dc.identifier.doi 10.1061/(ASCE)0733-9399(1996)122:11(1077) en_US
dc.identifier.doi 10.1061/(ASCE)0733-9399(1996)122:11(1077)
dc.identifier.issn 0733-9399
dc.identifier.scopus 2-s2.0-0030326466
dc.identifier.uri http://doi.org/10.1061/(ASCE)0733-9399(1996)122:11(1077)
dc.identifier.uri https://hdl.handle.net/11147/4492
dc.language.iso en en_US
dc.publisher American Society of Civil Engineers (ASCE) en_US
dc.relation.ispartof Journal of Engineering Mechanics - ASCE en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Drainage en_US
dc.subject İmmiscible fluid en_US
dc.subject Permeability en_US
dc.subject Porous medium en_US
dc.title Consolidation of Elastic Porous Media Saturated by Two Immiscible Fluids en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Tuncay, Kağan
gdc.author.yokid 14311
gdc.bip.impulseclass C5
gdc.bip.influenceclass C5
gdc.bip.popularityclass C5
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 1085 en_US
gdc.description.issue 11 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 1077 en_US
gdc.description.volume 122 en_US
gdc.description.wosquality Q2
gdc.identifier.openalex W2011049336
gdc.identifier.wos WOS:A1996VP96400007
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype BRONZE
gdc.oaire.diamondjournal false
gdc.oaire.impulse 1.0
gdc.oaire.influence 2.9960334E-9
gdc.oaire.isgreen true
gdc.oaire.keywords Drainage
gdc.oaire.keywords İmmiscible fluid
gdc.oaire.keywords Porous medium
gdc.oaire.keywords Permeability
gdc.oaire.popularity 6.720478E-10
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 0207 environmental engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.collaboration International
gdc.openalex.fwci 1.62235486
gdc.openalex.normalizedpercentile 0.81
gdc.opencitations.count 5
gdc.plumx.crossrefcites 5
gdc.plumx.mendeley 5
gdc.plumx.scopuscites 9
gdc.scopus.citedcount 9
gdc.wos.citedcount 5
relation.isOrgUnitOfPublication.latestForDiscovery 9af2b05f-28ac-4003-8abe-a4dfe192da5e

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