Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.11779/2292
Full metadata record
DC FieldValueLanguage
dc.contributor.authorTönük, Gökçe-
dc.contributor.authorShiga, Masataka-
dc.contributor.authorÇinicioğlu, Özer-
dc.contributor.authorTobita, Tetsuo-
dc.contributor.authorKiyota, Takashi-
dc.contributor.authorMilev, Nikolay-
dc.contributor.authorTorisu, Seda-
dc.date.accessioned2024-06-21T12:19:52Z-
dc.date.available2024-06-21T12:19:52Z-
dc.date.issued2024-
dc.identifier.issn2524-1788-
dc.identifier.issn0038-0806-
dc.identifier.urihttps://doi.org/10.1016/j.sandf.2024.101463-
dc.identifier.urihttps://hdl.handle.net/20.500.11779/2292-
dc.description.abstractIn response to the significant earthquakes that struck Turkey and Syria on February 6, 2023, a collaborative reconnaissance team, consisting of researchers and engineers from Japan and Turkey, was formed by the Japan Association for Earthquake Engineering, the Architectural Institute of Japan, the Japan Society of Civil Engineers, and the Japanese Geotechnical Society. This coalition conducted an in-depth on-site investigation from March 28 to April 2, two months after the catastrophic seismic events. In Islahiye, a landslide resulted in the formation of a landslide dam. Another landslide occurred in Tepehan on a relatively gentle slope formed of limestone, with possible correlations to fault movements. Iskenderun encountered not just building collapses on soft ground, but also instances of the tilting of buildings and ground subsidence attributed to the liquefaction of reclaimed coastal soil. Golbasi witnessed significant liquefaction-induced damage to structures with shallow foundations on soft ground, involving tilting and settling. However, a more comprehensive investigation is required to accurately map the extent of the liquefied soil layers. Antakya and Kahramanmaras emerged as regions where building damage coincided with surface ground vibrations. Despite severe building collapses, Antakya's relatively stable ground showed an average S-wave velocity exceeding AVS30 400 m/s. This suggests potential wave amplification due to underlying geological structures. Kahramanmaras displayed notable building damage concentrated in alluvial fan formations. (c) 2023 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. This is an open access article under the CC BYNC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.description.sponsorshipMinistry of Education, Science, Sports and Culture [22K21372]en_US
dc.description.sponsorshipTo conduct the reconnaissance survey, the authors thank the Ministry of Education, Science, Sports and Culture, Grant-in-Aid for Special Purposes (22K21372, PI: Koichi Kusunoki) , and JAEE, AIJ, JSCE, and JGS for their financial and logistical support. The map data are copyrighted by the OpenStreetMap contributors and available from https:// www.openstreetmap.org. The satellite images were downloaded from the website operated by the U.S. Geological Survey (Earth Explorer) .en_US
dc.language.isoenen_US
dc.publisherJapanese Geotechnical Socen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectLandslideen_US
dc.subjectGeotechncial damageen_US
dc.subjectLiquefactionen_US
dc.subjectReconnaissanceen_US
dc.subject2023 turkey-syria earthquakeen_US
dc.titleGeotechnical Damage Survey Report on February 6, 2023 Turkey-Syria Earthquake, Turkeyen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.sandf.2024.101463-
dc.identifier.scopus2-s2.0-85192487289en_US
dc.authoridGökçe Tönük / 0000-0002-9789-0569-
dc.authorscopusid57587434500-
dc.authorscopusid22938311000-
dc.authorscopusid35301028000-
dc.authorscopusid15623117200-
dc.authorscopusid24725651700-
dc.authorscopusid57215562745-
dc.authorscopusid59073905100-
dc.description.PublishedMonthMayısen_US
dc.description.woscitationindexScience Citation Index Expanded-
dc.identifier.wosqualityQ2-
dc.identifier.scopusqualityQ1-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.issue3en_US
dc.identifier.volume64en_US
dc.departmentMühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.wosWOS:001261822000001en_US
dc.institutionauthorTönük, Gökçe-
dc.identifier.citationcount0-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.languageiso639-1en-
item.grantfulltextrestricted-
item.fulltextWith Fulltext-
crisitem.author.dept02.04. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Files in This Item:
File SizeFormat 
Full Text - Article.pdf
  Restricted Access
18.21 MBAdobe PDFView/Open    Request a copy
Show simple item record



CORE Recommender

SCOPUSTM   
Citations

3
checked on Nov 23, 2024

WEB OF SCIENCETM
Citations

2
checked on Nov 23, 2024

Page view(s)

118
checked on Nov 18, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.