Dynamic responses of two blocks under dynamic loading using experimental and numerical studies

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dc.contributor.authorCihan, H. K.
dc.contributor.authorErgin, A.
dc.contributor.authorCihan, K.
dc.contributor.authorGuler, I.
dc.date.accessioned2020-06-25T18:15:54Z
dc.date.available2020-06-25T18:15:54Z
dc.date.issued2015
dc.departmentKırıkkale Üniversitesi
dc.descriptioncihan, kubilay/0000-0002-0177-4345
dc.description.abstractBlock type quay walls are one of the most generally used type of gravity quay walls however seismic risks of this kind of structures have not already received the proper amount of attention. In this study, stability of block type quay wall which consists of two concrete blocks is investigated experimentally and numerically. 1 g shaking table tests are used for experimental study. Model scale is 1/10 and model is placed on rigid bed to ignore damage due to foundation deformation. Two different granular materials (Soil 1 and Soil 2) which have different nominal diameters are used as backfill materials to understand the effect of nominal diameters on structure's stability. During the experiments accelerations, pore pressures, soil pressures and displacements are measured for two blocks under different cycling loadings. Soil pressure test results are presented in non-fluctuating and fluctuating components to determine the distribution and application point of the fluctuating component on two blocks. By using experiment results, the friction coefficients between the rubble-block and block-block are determined and compared with recommended friction coefficients in standards. PLAXIS V8.2 software program is used for numerical study to determine the material properties. (C) 2014 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [111Y006]en_US
dc.description.sponsorshipI would like to thank to Scientific and Technological Research Council of Turkey (TUBITAK) sponsored the "Simplified Dynamic Analysis of Block Type Quay Wall" project (Project Number: 111Y006) which form the basis of my thesis.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1016/j.apor.2014.11.003
dc.identifier.endpage82en_US
dc.identifier.issn0141-1187
dc.identifier.issn1879-1549
dc.identifier.scopus2-s2.0-84919882874
dc.identifier.scopusqualityQ1
dc.identifier.startpage72en_US
dc.identifier.urihttps://doi.org/10.1016/j.apor.2014.11.003
dc.identifier.urihttps://hdl.handle.net/20.500.12587/6335
dc.identifier.volume49en_US
dc.identifier.wosWOS:000348963200007
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofApplied Ocean Research
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBlock type quay wallsen_US
dc.subject1 g shaking table testsen_US
dc.subjectNumerical modelingen_US
dc.subjectFriction coefficienten_US
dc.titleDynamic responses of two blocks under dynamic loading using experimental and numerical studiesen_US
dc.typeArticle

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