Post-earthquake assessment of liquefaction in Gölbaşı-Adıyaman following the 6 February 2023 Kahramanmaraş earthquakes: field observations, SPT-based analysis, and laboratory testing of soil ejecta

dc.contributor.authorZeybek, Abdulhakim
dc.contributor.authorYildiz, Ozgur
dc.contributor.authorSonmezer, Yetis Bulent
dc.date.accessioned2026-07-13T12:18:22Z
dc.date.issued2025
dc.departmentMuş Alparslan Üniversitesi
dc.description.abstractThe 6 February 2023 Kahramanmara & scedil; earthquake sequence (Mw 7.8 and 7.6) triggered extensive liquefaction-induced damage in G & ouml;lba & scedil;& imath; town, Ad & imath;yaman, T & uuml;rkiye. Surface manifestations such as settlements, building tilting and toppling, bearing capacity failures, fissures, and soil ejecta provided clear evidence of cyclic soil liquefaction. This study aims to examine the factors contributing to the observed damage and to better understand liquefaction mechanisms affecting fine-grained soils in the region. A detailed post-earthquake field reconnaissance was conducted to document damage patterns and collect soil ejecta for laboratory analysis, including particle size distribution and cyclic triaxial testing. A comprehensive geotechnical database was compiled from 91 boreholes, complemented by seismic, geological, and topographic data. Liquefaction susceptibility of fine-grained soils was evaluated using laboratory-based criteria, including grain size distribution and Atterberg limits. Standard Penetration Test (SPT-N)-based deterministic and probabilistic models were employed as informative tools to interpret liquefaction triggering potential and associated deformations, including vertical settlements and lateral displacements. A peak ground acceleration of 0.45 g was adopted based on regional seismic assessments. Stress-controlled cyclic triaxial tests conducted on soil ejecta revealed that fine-grained soils with moderate to high plasticity exhibited cyclic liquefaction. The most severe deformation occurred near Lake G & ouml;lba & scedil;& imath;, where loose, saturated, fine-grained alluvial deposits prevail. The findings highlight the complexity of liquefaction in fine-grained soils and emphasize the importance of site-specific investigations and refined assessment methods in seismically active, geologically complex environments.
dc.description.sponsorshipMus Alparslan University [BAP-23-MMF-11-01]; Scientific and Technological Research Council of Turkiye (TUBITAK) [123D053] -- The authors gratefully acknowledge the financial support provided by Mus Alparslan University (Project No. BAP-23-MMF-11-01) and the Scientific and Technological Research Council of Turkiye (TUBITAK) under the 1002-C Rapid Response Support Program (Project No. 123D053) for field studies following the February 6, 2023 Kahramanmaras earthquakes.
dc.identifier.doi10.1007/s11069-025-07715-0
dc.identifier.endpage24206
dc.identifier.issn0921-030X
dc.identifier.issn1573-0840
dc.identifier.issue20
dc.identifier.orcid0000-0002-3684-3750
dc.identifier.orcid0000-0001-7096-5770
dc.identifier.scopus2-s2.0-105021046816
dc.identifier.scopusqualityQ1
dc.identifier.startpage24157
dc.identifier.urihttps://doi.org/10.1007/s11069-025-07715-0
dc.identifier.urihttps://hdl.handle.net/20.500.12639/8884
dc.identifier.volume121
dc.identifier.wosWOS:001610246100001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofNatural Hazards
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20250701
dc.subjectCyclic Soil Liquefaction
dc.subjectLiquefaction-Induced Deformations
dc.subjectLiquefaction Assessment
dc.subjectSpt-N-Based Methods
dc.subject2023 Kahramanmara & Scedil
dc.subjectEarthquakes
dc.subjectG & Ouml;Lba & Scedil;& Imath
dc.subjectTown
dc.titlePost-earthquake assessment of liquefaction in Gölbaşı-Adıyaman following the 6 February 2023 Kahramanmaraş earthquakes: field observations, SPT-based analysis, and laboratory testing of soil ejecta
dc.typeArticle

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