Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5892
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dc.contributor.authorEcemiş, Nurhan-
dc.contributor.authorDemirci, Hasan Emre-
dc.contributor.authorKaraman, Mustafa-
dc.date.accessioned2017-07-07T12:54:39Z-
dc.date.available2017-07-07T12:54:39Z-
dc.date.issued2015-06-01-
dc.identifier.citationEcemiş, N., Demirci, H.E., and Karaman, M. (2015). Influence of consolidation properties on the cyclic re-liquefaction potential of sands. Bulletin of Earthquake Engineering, 13(6), 1655-1673. doi:10.1007/s10518-014-9677-yen_US
dc.identifier.issn1570-761X-
dc.identifier.urihttps://doi.org/10.1007/s10518-014-9677-y-
dc.identifier.urihttp://hdl.handle.net/11147/5892-
dc.description.abstractThe relative density can be used as the main indicator to assess the liquefaction resistance of clean sands. As relative density of the sand deposit increases significantly following the initial liquefaction, one should expect that the soil can improve its liquefaction resistance. However, earthquake records indicate that densified sand can be liquefied again (re-liquefied) at smaller cycles by the similar seismic loadings. This work aims to clarify the counterintuitive finding that, after the first liquefaction, the resulting significant increase in relative density (induced by settlements and variation of the water level) do not necessarily imply an increase in the number of loading cycles for re-liquefaction. In this paper, we present a series of experimental results concerning the cyclic liquefaction and the following re-liquefaction of clean sand deposits. The experimental setup is performed by a shaking table, transmitting one-degree of freedom transversal motion to the soil within the 1.5 m high laminar shear box. At four different seismic demands, the input excitation was imposed three times to examine the influence of the initial distributions of the relative density and the consolidation characteristics on the liquefaction potential of the sand. The re-liquefaction cycles of the sand, which previously experienced liquefaction under the same seismic loadings, show that post-liquefaction reconsolidation of the sand deposits affects the re-liquefaction resistance.en_US
dc.description.sponsorshipTUBITAK Project 111M435en_US
dc.language.isoenen_US
dc.publisherSpringer Verlagen_US
dc.relationinfo:eu-repo/grantAgreement/TUBITAK/MAG/111M435en_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectClean sanden_US
dc.subjectCoefficient of consolidationen_US
dc.subjectLiquefaction resistanceen_US
dc.subjectRelative densityen_US
dc.subjectShake table testen_US
dc.subjectSoil liquefactionen_US
dc.titleInfluence of consolidation properties on the cyclic re-liquefaction potential of sandsen_US
dc.typeArticleen_US
dc.authoridTR115346en_US
dc.authoridTR112093en_US
dc.institutionauthorEcemiş, Nurhan-
dc.institutionauthorDemirci, Hasan Emre-
dc.institutionauthorKaraman, Mustafa-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume13en_US
dc.identifier.issue6en_US
dc.identifier.startpage1655en_US
dc.identifier.endpage1673en_US
dc.identifier.wosWOS:000354204600005en_US
dc.identifier.scopus2-s2.0-84928967173en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1007/s10518-014-9677-y-
dc.relation.doi10.1007/s10518-014-9677-yen_US
dc.coverage.doi10.1007/s10518-014-9677-yen_US
dc.identifier.wosqualityQ2-
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept01. Izmir Institute of Technology-
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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