Laminar Box System for 1-G Physical Modeling of Liquefaction and Lateral Spreading

dc.contributor.author Thevanayagam, S.
dc.contributor.author Kanagalingam, T.
dc.contributor.author Reinhorn, A.
dc.contributor.author Tharmendhira, R.
dc.contributor.author Dobry, R.
dc.contributor.author Abdoun, T.
dc.contributor.author Elgamal, A.
dc.contributor.author Zeghal, M.
dc.contributor.author Ecemiş, Nurhan
dc.contributor.author El Shamy, U.
dc.coverage.doi 10.1520/GTJ102154
dc.date.accessioned 2017-01-02T08:38:06Z
dc.date.available 2017-01-02T08:38:06Z
dc.date.issued 2009
dc.description.abstract Details 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.identifier.citation Thevanayagam, 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/GTJ102154 en_US
dc.identifier.doi 10.1520/GTJ102154 en_US
dc.identifier.doi 10.1520/GTJ102154
dc.identifier.issn 0149-6115
dc.identifier.scopus 2-s2.0-77953282230
dc.identifier.uri http://doi.org/10.1520/GTJ102154
dc.identifier.uri https://hdl.handle.net/11147/2689
dc.language.iso en en_US
dc.publisher American Society for Testing and Materials en_US
dc.relation.ispartof Geotechnical Testing Journal en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Ball bearings en_US
dc.subject Earthquakes en_US
dc.subject Lateral spreading en_US
dc.subject Liquefaction en_US
dc.subject Physical modeling en_US
dc.title Laminar Box System for 1-G Physical Modeling of Liquefaction and Lateral Spreading en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Ecemiş, Nurhan
gdc.author.yokid 115346
gdc.bip.impulseclass C5
gdc.bip.influenceclass C4
gdc.bip.popularityclass C4
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 449
gdc.description.issue 5 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q2
gdc.description.startpage 438
gdc.description.volume 32 en_US
gdc.description.wosquality Q4
gdc.identifier.openalex W2000624014
gdc.identifier.wos WOS:000270078500006
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype BRONZE
gdc.oaire.diamondjournal false
gdc.oaire.impulse 2.0
gdc.oaire.influence 5.7406893E-9
gdc.oaire.isgreen true
gdc.oaire.keywords Physical modeling
gdc.oaire.keywords Liquefaction
gdc.oaire.keywords Lateral spreading
gdc.oaire.keywords Earthquakes
gdc.oaire.keywords Ball bearings
gdc.oaire.popularity 2.1478176E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
gdc.openalex.collaboration International
gdc.openalex.fwci 2.74763548
gdc.openalex.normalizedpercentile 0.89
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 42
gdc.plumx.crossrefcites 45
gdc.plumx.mendeley 37
gdc.plumx.scopuscites 51
gdc.scopus.citedcount 51
gdc.wos.citedcount 48
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