Kinematic response of batter pile foundation: Centrifuge tests

Tazoh, T; Sato, M; Jang, J; Taji, Y; Gazetas, G; Anastasopoulos, I

dc.contributor.author	Tazoh, T	en
dc.contributor.author	Sato, M	en
dc.contributor.author	Jang, J	en
dc.contributor.author	Taji, Y	en
dc.contributor.author	Gazetas, G	en
dc.contributor.author	Anastasopoulos, I	en
dc.date.accessioned	2014-03-01T02:52:42Z
dc.date.available	2014-03-01T02:52:42Z
dc.date.issued	2010	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/36006
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-84860252239&partnerID=40&md5=aab8dca4276e3b4202c9a1e532f844ff	en
dc.subject.other	Bending strain	en
dc.subject.other	Centrifuge tests	en
dc.subject.other	Displacement response	en
dc.subject.other	Dry sand	en
dc.subject.other	Seismic behavior	en
dc.subject.other	Centrifuges	en
dc.subject.other	Kinematics	en
dc.subject.other	Seismic response	en
dc.subject.other	Soil structure interactions	en
dc.subject.other	Pile foundations	en
dc.title	Kinematic response of batter pile foundation: Centrifuge tests	en
heal.type	conferenceItem	en
heal.publicationDate	2010	en
heal.abstract	We carried out centrifuge tests to clarify the seismic behavior of batter-pile foundations. A vertical-pile foundation and a batter-pile foundation without the presence of a superstructure were installed parallel to each other in a soil container filled with dry sand, and were excited simultaneously. Through a comparison of the acceleration and displacement response of the footing, as well as the axial and bending strains of the piles for the two pile foundations, the kinematic response of the seismic behavior of the batter-pile foundation was experimentally investigated. © 2010 Taylor & Francis Group.	en
heal.journalName	Soil-Foundation-Structure Interaction - Selected Papers from the International Workshop on Soil-Foundation-Structure Interaction, SFSI 09	en
dc.identifier.spage	41	en
dc.identifier.epage	47	en