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dc.contributor.authorDuman, E. Subasi
dc.contributor.authorIkizler, S. B.
dc.date.accessioned2021-11-09T19:42:45Z
dc.date.available2021-11-09T19:42:45Z
dc.date.issued2014
dc.identifier.issn0921-030X
dc.identifier.issn1573-0840
dc.identifier.urihttps://doi.org/10.1007/s11069-014-1170-z
dc.identifier.urihttps://hdl.handle.net/20.500.12440/3466
dc.description.abstractOne of the most important causes of damages after the earthquakes is the soil liquefaction. Liquefaction can be defined as temporary loss in strength of saturated sandy and silty deposits under transient and cyclic loadings due to excess pore water pressure. This study includes determination of liquefaction potential in Erzincan city center and its vicinity. Due to the proximity of the North Anatolian Fault Zone, in a probable earthquake, Erzincan Province is thought to be affected. In this context, the earthquake scenarios were produced using the empirical expressions. Liquefaction potential for different earthquake magnitudes was determined. These earthquake magnitudes were selected as 6.0, 6.5, 7.0, 7.5, respectively. Liquefaction potential was investigated using standard penetration test (SPT) data. The first stage of the study, 63 boreholes in different locations was drilled and SPT was performed. Disturbed and undisturbed soil samples were taken from these boreholes. Laboratory testing was performed to determine physical properties of soil samples, and liquefaction potential analyses were examined using three methods, namely Seed and Idriss (J Soil Mech Found Div ASCE 97(9):1249-1273, 1971), Tokimatsu and Yoshimi (Soil Found 23(4):56-74, 1983), Iwasaki et al. (Soil liquefaction potential evaluation with use of the simplified procedure. International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, pp 209-214, 1981). In order to complete liquefaction analysis within a short time, MATLAB program was prepared. Liquefaction potential analyses were carried out with the MATLAB program. At the final stage of this study, liquefaction potential maps were prepared for different earthquake magnitudes. The expected results will be shared with the local authorities and important engineering remedial measurements will be proposed to prevent further life losses and to mitigate property losses.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.relation.ispartofNatural Hazardsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectErzincan earthquakeen_US
dc.subjectLiquefaction hazarden_US
dc.subjectLiquefaction potential mapen_US
dc.titleAssessment of liquefaction potential of Erzincan Province and its vicinity, Turkeyen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.description.wospublicationidWOS:000340492700037en_US
dc.description.scopuspublicationid2-s2.0-84905711137en_US
dc.departmentGümüşhane Üniversitesien_US
dc.identifier.volume73en_US
dc.identifier.issue3en_US
dc.identifier.startpage1863en_US
dc.identifier.doi10.1007/s11069-014-1170-z
dc.identifier.endpage1887en_US
dc.authorwosidikizler, Sabriye banu / AAE-6031-2019
dc.authorscopusid56324641200
dc.authorscopusid23667280800


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