Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/12868
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dc.contributor.authorArık, Mustafa Sezertr
dc.contributor.authorEcemiş, Nurhantr
dc.contributor.authorMonkul, Mehmet Murattr
dc.contributor.authorTütüncü, Yunus Emretr
dc.date.accessioned2023-02-05T13:23:23Z-
dc.date.available2023-02-05T13:23:23Z-
dc.date.issued2022-
dc.identifier.issn1570-761X-
dc.identifier.issn1573-1456-
dc.identifier.urihttps://doi.org/10.1007/s10518-022-01518-5-
dc.identifier.urihttps://hdl.handle.net/11147/12868-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleCPT-based liquefaction resistance of clean and silty sands: A drainage conditions based approach Nurhan Ecemis (Aug, 10.1007/s10518-022-01501-0, 2022)en_US
dc.typeCorrectionen_US
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume20en_US
dc.identifier.issue15en_US
dc.identifier.startpage7981en_US
dc.identifier.endpage7981en_US
dc.identifier.wosWOS:000859863300001en_US
dc.identifier.scopus2-s2.0-85138805536en_US
dc.relation.publicationcategoryDiğertr
dc.identifier.doi10.1007/s10518-022-01518-5-
dc.authorscopusid57799351700-
dc.authorscopusid23566358200-
dc.authorscopusid13407416500-
dc.authorscopusid57273531400-
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeCorrection-
crisitem.author.dept01. Izmir Institute of Technology-
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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