Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/2689
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dc.contributor.authorThevanayagam, S.-
dc.contributor.authorKanagalingam, T.-
dc.contributor.authorReinhorn, A.-
dc.contributor.authorTharmendhira, R.-
dc.contributor.authorDobry, R.-
dc.contributor.authorAbdoun, T.-
dc.contributor.authorElgamal, A.-
dc.contributor.authorZeghal, M.-
dc.contributor.authorEcemiş, Nurhan-
dc.contributor.authorEl Shamy, U.-
dc.date.accessioned2017-01-02T08:38:06Z
dc.date.available2017-01-02T08:38:06Z
dc.date.issued2009-09
dc.identifier.citationThevanayagam, S., Kanagalingam, T., Reinhorn, A., Tharmendhira, R., Dobry, R., Abdoun, T., Elgamal, A., Zeghal, M., Ecemiş, N., and El Shamy, U. (2009). Laminar box system for 1-g physical modeling of liquefaction and lateral spreading. Geotechnical Testing Journal, 32(5). doi:10.1520/GTJ102154en_US
dc.identifier.issn0149-6115
dc.identifier.issn0149-6115-
dc.identifier.urihttp://doi.org/10.1520/GTJ102154
dc.identifier.urihttp://hdl.handle.net/11147/2689
dc.description.abstractDetails of a large scale modular 1-g laminar box system capable of simulating seismic induced liquefaction and lateral spreading response of level or gently sloping loose deposits of up to 6 m depth are presented. The internal dimensions of the largest module are 5 m in length and 2.75 m in width. The system includes a two dimensional laminar box made of 24 laminates stacked on top of each other supported by ball bearings, a base shaker resting on a strong floor, two computer controlled high speed actuators mounted on a strong wall, a dense array advanced instrumentation, and a novel system for laboratory hydraulic placement of loose sand deposit, which mimics underwater deposition in a narrow density range. The stacks of laminates slide on each other using a low-friction high-load capacity ball bearing system placed between each laminate. It could also be reconfigured into two smaller modules that are 2.5 m wide, 2.75 m long, and up to 3 m high. The maximum shear strain achievable in this system is 15 %. A limited set of instrumentation data is presented to highlight the capabilities of this equipment system. The reliability of the dense array sensor data is illustrated using cross comparison of accelerations and displacements measured by different types of sensors. Copyright © 2009 by ASTM International.en_US
dc.language.isoenen_US
dc.publisherAmerican Society for Testing and Materialsen_US
dc.relation.ispartofGeotechnical Testing Journalen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBall bearingsen_US
dc.subjectEarthquakesen_US
dc.subjectLateral spreadingen_US
dc.subjectLiquefactionen_US
dc.subjectPhysical modelingen_US
dc.titleLaminar box system for 1-g physical modeling of liquefaction and lateral spreadingen_US
dc.typeArticleen_US
dc.authoridTR115346
dc.institutionauthorEcemiş, Nurhan-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume32en_US
dc.identifier.issue5en_US
dc.identifier.wosWOS:000270078500006en_US
dc.identifier.scopus2-s2.0-77953282230en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1520/GTJ102154-
dc.relation.doi10.1520/GTJ102154en_US
dc.coverage.doi10.1520/GTJ102154en_US
dc.identifier.wosqualityQ4-
dc.identifier.scopusqualityQ1-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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