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HORIZONTAL DAMPING OF ARBITRARILY SHAPE EMBEDDED FOUNDATIONS.

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dc.contributor.author Gazetas, George en
dc.contributor.author Tassoulas John, L en
dc.date.accessioned 2014-03-01T01:06:53Z
dc.date.available 2014-03-01T01:06:53Z
dc.date.issued 1987 en
dc.identifier.issn 0733-9410 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/9651
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0023349849&partnerID=40&md5=c5681f28f6e29c97c7efad7469e62a13 en
dc.subject.classification Engineering, Civil en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other MATHEMATICAL TECHNIQUES - Estimation en
dc.subject.other SOIL MECHANICS en
dc.subject.other VIBRATIONS - Damping en
dc.subject.other EMBEDDED FOUNDATIONS en
dc.subject.other HORIZONTAL DAMPING en
dc.subject.other FOUNDATIONS en
dc.title HORIZONTAL DAMPING OF ARBITRARILY SHAPE EMBEDDED FOUNDATIONS. en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1987 en
heal.abstract Using numerical results obtained by the boundary element method, the paper develops a simple method involving algebraic formulas and dimensionless parametric charts for estimating the lateral radiation damping coefficients of arbitrarily shaped rigid foundations embedded in an elastic halfspace. Complete as well as partial, symmetric and nonsymmetric types of contact are considered between the vertical sidewalls and the surrounding soil. Valuable insight is gained into the mechanics of radiation damping and conclusions of practical significance are drawn regarding the effects of potential separation/slippage between the walls and the soil near the ground surface. Two examples illustrate the direct applicability of the method while its versatility is shown through an extension to treat a more realistic inhomogeneous soil profile. en
heal.publisher ASCE-AMER SOC CIVIL ENGINEERS en
heal.journalName Journal of geotechnical engineering en
dc.identifier.isi ISI:A1987G970000004 en
dc.identifier.volume 113 en
dc.identifier.issue 5 en
dc.identifier.spage 458 en
dc.identifier.epage 475 en


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