Geotechnical assessment of seismicity and liquefaction potential at the Banarli landfill in Tekirdag, Turkey

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dc.contributor.authorKim, Mintae
dc.contributor.authorOrdu, Ertugrul
dc.contributor.authorLee, Woojin
dc.contributor.authorKo, Junyoung
dc.date.accessioned2024-10-29T17:58:37Z
dc.date.available2024-10-29T17:58:37Z
dc.date.issued2024
dc.departmentTekirdağ Namık Kemal Üniversitesi
dc.description.abstractThis study, conducted in the Banarli district of Tekirdag Province, Turkey, focuses on soil reaction analysis and liquefaction potential in an area where a landfill and an associated power plant are planned. The research was examined with a one-dimensional ground response analysis to understand seismic behaviour, revealing the varied responses of soil categories to seismic waves. Soft soil layers were found to lengthen the dominant period of oscillation rather than significantly enhancing peak acceleration during seismic events. Earthquake records specific to the region were crucial for accurate assessments. The study comprehensively assessed liquefaction potential using various estimation methods, including the probability of liquefaction (PL), liquefaction potential index (LPI), and liquefaction risk index (IR). Moreover, this study examined liquefaction potential based on Standard Penetration Test (SPT) results, identifying susceptibility in the clayey sand layer at a depth of 3 to 12 meters. Recommendations for soil improvement measures are made to mitigate the risk. This research highlights the need for customized seismic protocols and emphasizes the importance of site-specific assessments in construction projects. By addressing susceptibility to liquefaction and proposing targeted ground improvement strategies, we contribute to safer and more resilient infrastructure development.
dc.description.sponsorshipNational Research Foundation of Korea (NRF)
dc.description.sponsorshipNo Statement Available
dc.identifier.doi10.1080/19475705.2024.2346148
dc.identifier.issn1947-5705
dc.identifier.issn1947-5713
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85191663346
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1080/19475705.2024.2346148
dc.identifier.urihttps://hdl.handle.net/20.500.11776/14417
dc.identifier.volume15
dc.identifier.wosWOS:001209553500001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor & Francis Ltd
dc.relation.ispartofGeomatics Natural Hazards & Risk
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectSoil liquefaction
dc.subjectearthquake
dc.subjectstandard penetration test
dc.subjectground response analysis
dc.subjectamplification factor
dc.titleGeotechnical assessment of seismicity and liquefaction potential at the Banarli landfill in Tekirdag, Turkey
dc.typeArticle

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