Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/15410
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dc.contributor.authorEcemis, N.-
dc.contributor.authorDonmez, C.-
dc.contributor.authorKaraman, M.-
dc.contributor.authorValizadeh, H.-
dc.contributor.authorDalgic, K.D.-
dc.date.accessioned2025-02-25T20:01:11Z-
dc.date.available2025-02-25T20:01:11Z-
dc.date.issued2025-
dc.identifier.issn0267-7261-
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2025.109300-
dc.identifier.urihttps://hdl.handle.net/11147/15410-
dc.description.abstractTwo earthquakes, Mw = 7.8 Kahramanmaraş-Pazarcık, and Mw = 7.6 Elbistan, occurred on February 6, 2023, approximately 9 h apart. These earthquakes caused devastating effects in a total of 11 nearby cities on the east side of Türkiye (Adana, Adıyaman, Diyarbakır, Elazığ, Gaziantep, Hatay, Kahramanmaraş, Kilis, Malatya, Osmaniye, and Şanlıurfa) and the north side of Syria. These earthquakes provided an outstanding prospect to observe the effects of liquefaction in silty sand and liquefaction-like behavior in clays (cyclic softening) on the stability of structures. This paper specifically presents the post-earthquake reconnaissance at three sites and evaluations of four buildings within these sites in Adiyaman Province, Gölbaşı District. First, important role of post-earthquake piezocone penetration test (CPTu) in characterizing the subsurface conditions was presented. Then, the effect of soil liquefaction and cyclic softening on the performance of four buildings during the earthquakes was evaluated. These structures represent the typical new reinforced concrete buildings in Türkiye with 3 to 6-story, situated on shallow (raft) foundations, and demonstrated diverse structural performances from full resilience to moderate and extensive damage during the aforementioned earthquakes. Based on the interim findings from these sites, the potential factors that caused moderate to severe damage to buildings were inspected, and preliminary-immediate insights were presented on the relationship between structural design, soil properties, and the performance of buildings with shallow foundations. © 2025 Elsevier Ltden_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAdıyaman-Gölbasıen_US
dc.subjectCptu Testsen_US
dc.subjectCyclic Softeningen_US
dc.subjectKahramanmaraş-Pazarcık And Elbistan Earthquakesen_US
dc.subjectSoil Liquefactionen_US
dc.subjectStructural Responseen_US
dc.titleAssessment of Seismic Liquefaction and Structural Instability in Adıyaman-Gölbaşı After the February 6, 2023, Earthquakes in Türki̇yeen_US
dc.typeArticleen_US
dc.departmentİzmir Institute of Technologyen_US
dc.identifier.volume192en_US
dc.identifier.scopus2-s2.0-85217250534-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.soildyn.2025.109300-
dc.authorscopusid23566358200-
dc.authorscopusid16033055900-
dc.authorscopusid56406147600-
dc.authorscopusid57215464769-
dc.authorscopusid57079060000-
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.languageiso639-1en-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairetypeArticle-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
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