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dc.contributor.authorAtahan, Ali Osman
dc.contributor.authorBüyük, Murat
dc.contributor.authorÖrnek, Murat
dc.contributor.authorErdem, Musab
dc.contributor.authorTüredi, Yakup
dc.date.accessioned2020-05-24T15:32:01Z
dc.date.available2020-05-24T15:32:01Z
dc.date.issued2019
dc.identifier.citationAtahan, A.O., Büyük, M., Örnek, M., Erdem, M., Turedi, Y. (2019). Determination of optimum post embedment depth for C120 steel posts using field and full scale crash test. International Journal of Crashworthiness, 24 (5), pp. 533-542. https://doi.org/10.1080/13588265.2018.1479499
dc.identifier.issn1358-8265
dc.identifier.issn1754-2111
dc.identifier.urihttps://doi.org/10.1080/13588265.2018.1479499
dc.identifier.urihttps://hdl.handle.net/20.500.12508/1185
dc.description0000-0001-5333-5750en_US
dc.descriptionWOS: 000477771800005en_US
dc.description.abstractC120 steel sections are the most widely used post shapes in European guardrail designs. The design length of these posts is determined based on guardrail containment level and engineering judgment. The soil properties where these posts are embedded are usually not considered in design. It is a well-known fact that the crash test performance of soil embedded posts depends mostly on post-soil interaction and post embedment depth (PED). In this study, a series of field impact tests were performed on soil embedded C120 posts to determine optimum PED for three different soil conditions. Seven different PED varied from 650 to 900mm was used for each soil type. Based on these findings a full-scale crash test is performed on a guardrail to verify optimum PED for hard soil conditions. With the use of optimum length guardrail posts considerable amount of installation time, labor and material savings are expected.en_US
dc.description.sponsorshipTUBITAK (Scientific and Technological Research Council of Turkey)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [213M516]en_US
dc.description.sponsorshipThe work presented in this paper was carried out with funding from TUBITAK (Scientific and Technological Research Council of Turkey), Grant number 213M516. Their support to this study is gratefully acknowledged.en_US
dc.language.isoengen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.isversionof10.1080/13588265.2018.1479499en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGuardrailen_US
dc.subjectC120 post
dc.subjectPost embedment depth
dc.subjectSoil properties
dc.subjectPost-soil interaction
dc.subjectPendulum test
dc.subjectFull scale crash test
dc.subject.classificationEngineering
dc.subject.classificationManufacturing
dc.subject.classificationMechanical
dc.subject.classificationCrash Test | Bridge Piers | Crashworthiness
dc.subject.otherW-beam guardrail
dc.subject.otherCrashworthiness
dc.subject.otherGuard rails
dc.subject.otherSoils
dc.subject.otherSteel testing
dc.subject.otherEmbedment depth
dc.subject.otherPendulum tests
dc.subject.otherSoil interaction
dc.subject.otherSoil property
dc.subject.otherSoil testing
dc.titleDetermination of optimum post embedment depth for C120 steel posts using field and full scale crash testen_US
dc.typearticleen_US
dc.relation.journalInternational Journal Of Crashworthinessen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume24en_US
dc.identifier.issue5en_US
dc.identifier.startpage533en_US
dc.identifier.endpage542en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorÖrnek, Murat
dc.contributor.isteauthorErdem, Musab
dc.contributor.isteauthorTüredi, Yakup
dc.relation.indexWeb of Science - Scopus
dc.relation.indexWeb of Science Core Collection - Science Citation Index Expanded


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