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Conference Paper: Eccentric settlements of a rigid foundation on a consolidating layer

TitleEccentric settlements of a rigid foundation on a consolidating layer
Authors
Issue Date1994
Citation
Geotechnical Special Publication, 1994, v. 1 n. 40, p. 612-627 How to Cite?
AbstractThe paper examines the eccentric settlement of a rigid foundation located at the surface of a poroelastic layer saturated with a compressible pore fluid. The base of the rigid foundation is circular and flat. The poroelastic layer rests in bonded contact with an impermeable, rigid subbase and the surface of the layer is considered to be either permeable or impermeable. The paper develops the integral equations governing the eccentric settlement of the rigid foundation associated with the consolidation process of the saturated poroelastic layer. The numerical results presented in the paper illustrate the time-dependent behavior of the rigid foundation by taking into account the effects of the relative layer thickness, eccentricity, drainage conditions, and the compressibility of the pore fluid.
Persistent Identifierhttp://hdl.handle.net/10722/152095
ISSN

 

DC FieldValueLanguage
dc.contributor.authorYue, Zhongqien_US
dc.contributor.authorSelvadurai, APSen_US
dc.date.accessioned2012-06-26T06:35:10Z-
dc.date.available2012-06-26T06:35:10Z-
dc.date.issued1994en_US
dc.identifier.citationGeotechnical Special Publication, 1994, v. 1 n. 40, p. 612-627en_US
dc.identifier.issn0895-0563en_US
dc.identifier.urihttp://hdl.handle.net/10722/152095-
dc.description.abstractThe paper examines the eccentric settlement of a rigid foundation located at the surface of a poroelastic layer saturated with a compressible pore fluid. The base of the rigid foundation is circular and flat. The poroelastic layer rests in bonded contact with an impermeable, rigid subbase and the surface of the layer is considered to be either permeable or impermeable. The paper develops the integral equations governing the eccentric settlement of the rigid foundation associated with the consolidation process of the saturated poroelastic layer. The numerical results presented in the paper illustrate the time-dependent behavior of the rigid foundation by taking into account the effects of the relative layer thickness, eccentricity, drainage conditions, and the compressibility of the pore fluid.en_US
dc.languageengen_US
dc.relation.ispartofGeotechnical Special Publicationen_US
dc.titleEccentric settlements of a rigid foundation on a consolidating layeren_US
dc.typeConference_Paperen_US
dc.identifier.emailYue, Zhongqi:yueqzq@hkucc.hku.hken_US
dc.identifier.authorityYue, Zhongqi=rp00209en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0028076640en_US
dc.identifier.volume1en_US
dc.identifier.issue40en_US
dc.identifier.spage612en_US
dc.identifier.epage627en_US
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridYue, Zhongqi=7102782735en_US
dc.identifier.scopusauthoridSelvadurai, APS=7101640326en_US

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