Publication:
Assessment of seismic liquefaction and structural instability in Adıyaman-Gölbaşı after the February 6, 2023, earthquakes in Türki̇ye

dc.contributor.authorEcemis, N.
dc.contributor.authorDonmez, C.
dc.contributor.authorKaraman, M.
dc.contributor.authorValizadeh, Hadi
dc.contributor.authorDalgic, K. D.
dc.contributor.departmentCivil Engineering
dc.contributor.ozuauthorVALIZADEH, Hadı
dc.date.accessioned2025-02-19T08:35:10Z
dc.date.available2025-02-19T08:35:10Z
dc.date.issued2025-05
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.
dc.description.sponsorshipTÜBİTAK
dc.description.versionPublisher version
dc.identifier.doi10.1016/j.soildyn.2025.109300
dc.identifier.issn0267-7261
dc.identifier.scopus2-s2.0-85217250534
dc.identifier.urihttps://hdl.handle.net/10679/10344
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2025.109300
dc.identifier.volume192
dc.language.isoen_US
dc.peerreviewedyes
dc.publicationstatusPublished online
dc.publisherElsevier
dc.relation.ispartofSoil Dynamics and Earthquake Engineering
dc.relation.projectinfo:eu-repo/grantAgreement/TUBITAK/1002 – Hızlı Destek Programı/123M170
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subject.keywordsSoil liquefaction
dc.subject.keywordsCyclic softening
dc.subject.keywordsCPTu tests
dc.subject.keywordsKahramanmaraş-Pazarcık and Elbistan earthquakes
dc.subject.keywordsStructural response
dc.subject.keywordsAdıyaman-Golbası
dc.titleAssessment of seismic liquefaction and structural instability in Adıyaman-Gölbaşı after the February 6, 2023, earthquakes in Türki̇ye
dc.typeArticle
dspace.entity.typePublication
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relation.isOrgUnitOfPublication.latestForDiscoveryaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85

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