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Elastic formulae for lateral displacement and rotation of arbitrarily-shaped embedded foundations

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dc.contributor.author Gazetas, G en
dc.contributor.author Hatzikonstantinou, E en
dc.date.accessioned 2014-03-01T01:07:08Z
dc.date.available 2014-03-01T01:07:08Z
dc.date.issued 1988 en
dc.identifier.issn 0016-8505 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/9816
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0024071847&partnerID=40&md5=ed85bd40b5ab7771b073d52254de23fb en
dc.subject.classification Engineering, Geological en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other Soil Mechanics--Mathematical Models en
dc.subject.other Vibrations--Analysis en
dc.subject.other Arbitrarily-Shaped Foundations en
dc.subject.other Boundary-Element Formulation en
dc.subject.other Uniform/Homogeneous Half-Space en
dc.subject.other Foundations en
dc.title Elastic formulae for lateral displacement and rotation of arbitrarily-shaped embedded foundations en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1988 en
heal.abstract This note presents simple algebraic expressions for estimating the elastic horizontal displacement and rotation of arbitrarily-shaped rigid foundations partially or fully embedded in a reasonably uniform and homogeneous half-space. By choosing these models, the number of independent problem parameters is kept to a minimum, while trying to quantify the role of partial embedment and basement shape. The development of the proposed expressions is based on an improved qualitative understanding of the role of embedment and of foundation shape, substantiated quantitatively by the numerical results of an extensive rigorous parametric study using a boundary-element formulation. en
heal.publisher THOMAS TELFORD SERVICES LTD en
heal.journalName Geotechnique en
dc.identifier.isi ISI:A1988Q575800008 en
dc.identifier.volume 38 en
dc.identifier.issue 3 en
dc.identifier.spage 439 en
dc.identifier.epage 444 en


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