Preliminary design recommendations for dip-slip fault-foundation interaction

Gazetas, G; Pecker, A; Faccioli, E; Paolucci, R; Anastasopoulos, I

dc.contributor.author	Gazetas, G	en
dc.contributor.author	Pecker, A	en
dc.contributor.author	Faccioli, E	en
dc.contributor.author	Paolucci, R	en
dc.contributor.author	Anastasopoulos, I	en
dc.date.accessioned	2014-03-01T01:29:03Z
dc.date.available	2014-03-01T01:29:03Z
dc.date.issued	2008	en
dc.identifier.issn	1570761X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/19095
dc.subject	Design recommendations	en
dc.subject	Fault rupture propagation	en
dc.subject	Foundation design	en
dc.subject	Practical conclusions	en
dc.subject	Soil-structure-interaction	en
dc.subject.other	Flow interactions	en
dc.subject.other	Foundations	en
dc.subject.other	Project management	en
dc.subject.other	Code requirements	en
dc.subject.other	Design recommendations	en
dc.subject.other	Fault rupture propagation	en
dc.subject.other	Foundation design	en
dc.subject.other	Normal faults	en
dc.subject.other	Practical conclusions	en
dc.subject.other	Preliminary designs	en
dc.subject.other	Research projects	en
dc.subject.other	Reverse faults	en
dc.subject.other	Design	en
dc.subject.other	foundation	en
dc.subject.other	rupture	en
dc.subject.other	soil-structure interaction	en
dc.title	Preliminary design recommendations for dip-slip fault-foundation interaction	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/s10518-008-9082-5	en
heal.identifier.secondary	http://dx.doi.org/10.1007/s10518-008-9082-5	en
heal.publicationDate	2008	en
heal.abstract	The article outlines the main findings and conclusions of the QUAKER research project and other related studies on the behaviour of foundations built on top of a rupturing dip-slip fault. Although emphasis is placed on normal faults, the derived conclusions are valid for reverse faults, as well. A key conclusion is that it is quite feasible to design a foundation to withstand an underneath rupturing fault. Practical design recommendations suitable for developing future Code requirements on the subject, are developed on the basis of the presented conclusions. © 2008 Springer Science+Business Media B.V.	en
heal.journalName	Bulletin of Earthquake Engineering	en
dc.identifier.doi	10.1007/s10518-008-9082-5	en
dc.identifier.volume	6	en
dc.identifier.issue	4	en
dc.identifier.spage	677	en
dc.identifier.epage	687	en