Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/49171
DC FieldValueLanguage
dc.contributor.authorMaeso, Orlando
dc.contributor.authorAznárez, Juan J.
dc.contributor.authorGarcia, F
dc.contributor.otherAznarez, Juan
dc.contributor.otherGarcia del Pino, Fidel
dc.contributor.otherMaeso, Orlando
dc.date.accessioned2018-11-24T04:50:38Z-
dc.date.available2018-11-24T04:50:38Z-
dc.date.issued2005
dc.identifier.issn0045-7949
dc.identifier.urihttp://hdl.handle.net/10553/49171-
dc.description.abstractA three-dimensional boundary element model is presented for the computation of time-harmonic dynamic stiffness coefficients of piles and pile groups embedded in two-phase poroelastic soils. Piles are modelled as continuum elastic solids and soil as a fluid-filled poroelastic half-space governed by Biot's theory. Piles are bonded to the surrounding medium along the contact surface where rigorous pile-soil interaction conditions are imposed. The technique has been applied to the calculation of vertical and horizontal dynamic impedance functions of piles and 2 x 2 pile groups. Selected numerical results are presented to portray the influence of excitation frequency, pile stiffness, porous medium properties and kind of pile-soil contact conditions. (c) 2004 Elsevier Ltd. All rights reserved.
dc.publisher0045-7949
dc.relation.ispartofComputers and Structures
dc.sourceComputers and Structures[ISSN 0045-7949],v. 83, p. 769-782
dc.subject.otherElastic Half-Space
dc.subject.otherFrequency-Domain
dc.subject.otherHarmonic Motion
dc.subject.otherBar
dc.subject.otherPoroelasticity
dc.subject.otherPropagation
dc.subject.otherVibration
dc.subject.otherBem
dc.titleDynamic impedances of piles and groups of piles in saturated soils
dc.typeinfo:eu-repo/semantics/Articlees
dc.typeArticlees
dc.identifier.doi10.1016/j.compstruc.2004.10.015
dc.identifier.scopus14044273606
dc.identifier.isi000228234200009
dcterms.isPartOfComputers & Structures
dcterms.sourceComputers & Structures[ISSN 0045-7949],v. 83 (10-11), p. 769-782
dc.contributor.authorscopusid6603029284
dc.contributor.authorscopusid6701693105
dc.contributor.authorscopusid6505656137
dc.description.lastpage782
dc.description.firstpage769
dc.relation.volume83
dc.type2Artículoes
dc.identifier.wosWOS:000228234200009
dc.contributor.daisngid894489
dc.contributor.daisngid997453
dc.contributor.daisngid8371924
dc.identifier.investigatorRIDL-7437-2014
dc.identifier.investigatorRIDL-3021-2014
dc.identifier.investigatorRIDL-2378-2014
dc.contributor.wosstandardWOS:Maeso, O
dc.contributor.wosstandardWOS:Aznarez, JJ
dc.contributor.wosstandardWOS:Garcia, F
dc.date.coverdateAbril 2005
dc.identifier.ulpgces
dc.description.jcr0,632
dc.description.jcrqQ2
dc.description.scieSCIE
item.grantfulltextnone-
item.fulltextSin texto completo-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-4102-9585-
crisitem.author.orcid0000-0003-4576-7304-
crisitem.author.orcid0000-0001-9718-5491-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameMaeso Fortuny, Orlando Francisco-
crisitem.author.fullNameAznárez González, Juan José-
crisitem.author.fullNameGarcía Del Pino, Fidel-
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