Soil liquefaction susceptibility of Akcay residential area (Biga Peninsula, Turkey) close to North Anatolian fault zone

dc.authorid0000-0002-1927-6985en_US
dc.authorid0000-0002-8747-9346en_US
dc.authorid0000-0003-2945-2548en_US
dc.contributor.authorCeryan, Şener
dc.contributor.authorSamui, Pijush
dc.contributor.authorÖzkan, Osman Samed
dc.contributor.authorBerber, Samet
dc.contributor.authorTüdeş, Şule
dc.contributor.authorElçi, Hakan
dc.contributor.authorCeryan, Nurcihan
dc.date.accessioned2024-05-21T11:41:15Z
dc.date.available2024-05-21T11:41:15Z
dc.date.issued2023en_US
dc.departmentFakülteler, Mühendislik Fakültesi, Jeoloji Mühendisliği Bölümüen_US
dc.departmentMeslek Yüksekokulları, Balıkesir Meslek Yüksekokuluen_US
dc.descriptionCeryan, Şener (Balikesir Author)en_US
dc.description.abstractBalikesir province Akcay district (Biga Peninsula, South Marmara Region, Turkey); the studied area is located on the southern branch of the North Anatolian Fault Zone, where some earthquake, 1867 Edremit (Mw =7.0), 1919 Ayvalik-Sarmisakli (Mw = 7.0), 1944 Edremit (Mw =6.4) and 1953 Yenice (Mw = 7.2) earthquakes occurred in the historical and the instrumental period. In the said area, generally, the groundwater level is high and sandy soils are widespread. In this study, therefore topography, depth of groundwater table and soil characteristics of the said area were investigated in terms of susceptibility to liquefaction. In addition, the safety factor against liquefaction (FL) for the soil layers were determined by using simple procedure based on SPT-N values. Then the spatial distributions of the safety factor at 3 m, 6 m, 9 m, 12 m, 15 m and 18 m depths were obtained. Taking into considering FL values obtained, the liquefaction potential index and the liquefaction severity index of soil profile in the location of boring were calculated, then the spatial distributions of these index were obtained. According to the maps obtained, 5.8% of the studied area has low liquefaction potential, 10.7% medium liquefaction potential, 18.3% high liquefaction potential, and 53.8% very high liquefaction potential, and 22.7% of the study area has very low liquefaction severity, 17.1% low liquefaction severity, 47.7% moderate liquefaction severity, and 1.1% high liquefaction severity and 11.4% of the studied area has none-liquefiable soil.en_US
dc.identifier.doi10.22044/jme.2023.13145.2395
dc.identifier.endpage1153en_US
dc.identifier.issn2251-8592
dc.identifier.issn2251-8606
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85174031813
dc.identifier.scopusqualityQ3
dc.identifier.startpage1141en_US
dc.identifier.urihttps://doi.org/10.22044/jme.2023.13145.2395
dc.identifier.urihttps://hdl.handle.net/20.500.12462/14667
dc.identifier.volume14en_US
dc.identifier.wosWOS:001106626600005
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherShahrood University of Technologyen_US
dc.relation.ispartofJournal of Mining and Environmenten_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectLiquefaction Potential Indexen_US
dc.subjectLiquefaction Severity Indexen_US
dc.subjectNorth Anatolian Fault Zoneen_US
dc.subjectSoil Liquefactionen_US
dc.titleSoil liquefaction susceptibility of Akcay residential area (Biga Peninsula, Turkey) close to North Anatolian fault zoneen_US
dc.typeArticleen_US

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