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Centrifuge tests on pile foundation-structure systems affected by liquefaction-induced soil flow after quay wall failure

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dc.contributor.author Tazoh, T en
dc.contributor.author Sato, M en
dc.contributor.author Gazetas, G en
dc.contributor.author Jang, J en
dc.date.accessioned 2014-03-01T02:51:03Z
dc.date.available 2014-03-01T02:51:03Z
dc.date.issued 2007 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/35326
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-84858064548&partnerID=40&md5=cf4859a6bea5afd34cdd286df226dea5 en
dc.subject.other Bending strain en
dc.subject.other Centrifuge tests en
dc.subject.other Earth pressure en
dc.subject.other Excess pore water pressure en
dc.subject.other Quantitative information en
dc.subject.other Seismic shaking en
dc.subject.other Soil flow en
dc.subject.other Soil layer en
dc.subject.other Time history en
dc.subject.other Centrifugation en
dc.subject.other Centrifuges en
dc.subject.other Pile foundations en
dc.subject.other Piles en
dc.subject.other Pressure distribution en
dc.subject.other Soils en
dc.subject.other Soil liquefaction en
dc.title Centrifuge tests on pile foundation-structure systems affected by liquefaction-induced soil flow after quay wall failure en
heal.type conferenceItem en
heal.publicationDate 2007 en
heal.abstract The paper investigates experimentally the behavior of a structure-footing-four piles system under the action of seismic shaking causing liquefaction of a critical soil layer and subsequent soil flow towards a laterally displacing quay-wall. A series of innovative centrifuge tests explore in parametric fashion the role of this pile foundation in the response of the system. The response is recorded in 38 channels providing time histories of acceleration, displacement, excess pore water pressure, pile axial and bending strains, and earth pressure. The results provide significant quantitative information and qualitative insight on the behavior of this realistically complex soil-foundation-structure system. © 2007 Taylor & Francis Group. en
heal.journalName Advances in Deep Foundations - Proceedings of the International Workshop on Recent Advances of Deep Foundations, IWDPF07 en
dc.identifier.spage 409 en
dc.identifier.epage 415 en


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