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Rocking stiffness of arbitrarily shaped embedded foundations

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dc.contributor.author Hatzikonstantinou, E en
dc.contributor.author Tassoulas John, L en
dc.contributor.author Gazetas, George en
dc.contributor.author Kotsanopoulos, Panos en
dc.contributor.author Fotopoulou, Martha en
dc.date.accessioned 2014-03-01T01:39:39Z
dc.date.available 2014-03-01T01:39:39Z
dc.date.issued 1989 en
dc.identifier.issn 07339410 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/22912
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0024648535&partnerID=40&md5=dd2422c6622541c4e7597d290f40d18e en
dc.subject.other Dynamics--Analysis en
dc.subject.other Mathematical Techniques--Boundary Element Method en
dc.subject.other Soil Mechanics en
dc.subject.other Soils--Moisture en
dc.subject.other Embedded Foundations en
dc.subject.other Rocking Stiffness en
dc.subject.other Foundations en
dc.title Rocking stiffness of arbitrarily shaped embedded foundations en
heal.type journalArticle en
heal.publicationDate 1989 en
heal.abstract A simple procedure to compute the static and dynamic rocking stiffness of arbitrarily shaped rigid foundations embedded in a reasonably deep and homogeneous soil deposit is developed. The method is based on an improved understanding of the physics of the problem, substantiated by the results of extensive rigorous parametric studies using the boundary element method, and including analytical and numerical results available in the literature. Analytical expressions and dimensionless graphs are developed, applicable to both saturated and unsaturated soils, a variety of basemat shapes, and a wide range of embedment depths and types of contact between the vertical sidewalls and the surrounding soil. A numerical example illustrates the applicability of the method, while a companion paper (Fotopoulou et al. 1989) presents a simple method for determining the radiation damping of embedded foundations. en
heal.journalName Journal of geotechnical engineering en
dc.identifier.volume 115 en
dc.identifier.issue 4 en
dc.identifier.spage 457 en
dc.identifier.epage 472 en


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