Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/58227
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dc.contributor.authorUlusay, R.-
dc.contributor.authorAydan, O.-
dc.contributor.authorKumsar, H.-
dc.date.accessioned2024-11-20T18:03:33Z-
dc.date.available2024-11-20T18:03:33Z-
dc.date.issued2024-
dc.identifier.issn1435-9529-
dc.identifier.issn1435-9537-
dc.identifier.urihttps://doi.org/10.1007/s10064-024-03946-w-
dc.identifier.urihttps://hdl.handle.net/11499/58227-
dc.description.abstractTwo disastrous earthquakes, named Pazarc & imath;k (Mw7.8) and Ekin & ouml;z & uuml; (Mw7.6), occurred on February 6, 2023 in the southeast part of T & uuml;rkiye and were collectively named Kahramanmara & scedil; earthquakes. These seismic events were caused by a left lateral strike-slip faults, and resulted in significant loss of life, severe damage to infrastructures and buildings, and geotechnical damages such as mainly large-scale slope failures, rockfalls, and ground liquefaction. The main goal of this study is to assess the extend and impact of widespread ground liquefaction, particularly on built environment. Additionally, the ranges of amount of settlement and tilting of buildings due to ground liquefaction were briefly discussed and liquefaction caused by Kahramanmara & scedil; earthquakes were compared with those others occurred in T & uuml;rkiye. The site observations indicated that except a village, a short section of a highway, a few bridges and two settlements, widespread liquefaction was mainly observed in agricultural non-urbanized fields. The maximum amount of settlement at some liquefaction locations reached up to 2 m and high-raise buildings tilted 7-8 degrees from the vertical reaching up about 20 degrees. Observations indicated that single-storey and two-storeys buildings with a basement to a certain depth, a lower center of gravity and raft foundation should be considered suitable on soils susceptible to liquefaction in earthquake-prone regions without taking any counter-measures against ground liquefaction. Mass movements along the shoreline of the G & ouml;lba & scedil;& imath; Lake were unlikely to be caused by lateral spreading resulting from ground liquefaction and they were rather due to planar sliding along a weak layer dipping towards the lake with progressive failure.en_US
dc.description.sponsorshipInternational Consortium on Geo-Disaster Reduction (ICGdR)en_US
dc.description.sponsorshipThis study is financially supported by the International Consortium on Geo-Disaster Reduction (ICGdR), it is gratefully acknowledged. The authors also sincerely thank to the President of ICGdR Prof. Fawu Wang, and its members Prof. Masakatsu Miyajima, Prof. Zhigang Tao and Kongmin Yan for collaboration during the earthquake reconnaissance. In addition, the authors acknowledge the team of Maden Tetkik Arama (MTA) Institute headed by A. Bulut to share their field investigations on ground liquefaction sites in the earthquake affected areas. The authors thank to the two anonymous reviewers for taking their valuable time and comments. In addition, the authors also thank to Dr. Nazl & imath; Tunar OEzcan for her kind help for drawing some figures.en_US
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.ispartofBulletin of Engineering Geologyand the Environmenten_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject2023 Kahramanmara & scedilen_US
dc.subjectearthquakesen_US
dc.subjectGround liquefactionen_US
dc.subjectLateral spreadingen_US
dc.subjectGround deformationen_US
dc.subjectSettlementen_US
dc.subjectTiltingen_US
dc.subjectTurkeyen_US
dc.titleGround liquefaction caused by 6 February 2023 Kahramanmaraş earthquakes of Türkiye and some assessments on its extent and impacts on built environmenten_US
dc.typeArticleen_US
dc.identifier.volume83en_US
dc.identifier.issue11en_US
dc.departmentPamukkale Universityen_US
dc.identifier.doi10.1007/s10064-024-03946-w-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid7003837457-
dc.authorscopusid7004043970-
dc.authorscopusid6506476077-
dc.identifier.scopus2-s2.0-85206583105en_US
dc.identifier.wosWOS:001335060000003en_US
dc.institutionauthor-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.openairetypeArticle-
crisitem.author.dept10.08. Geological Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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