Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/12255
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dc.contributor.authorKaraman, Mustafaen_US
dc.contributor.authorDemirci, Hasan Emreen_US
dc.contributor.authorEcemiş, Nurhanen_US
dc.contributor.authorBhattacharya, Subhamoyen_US
dc.date.accessioned2022-08-03T12:47:04Z-
dc.date.available2022-08-03T12:47:04Z-
dc.date.issued2022-05-
dc.identifier.urihttps://doi.org/10.1007/s10518-022-01383-2-
dc.identifier.urihttps://hdl.handle.net/11147/12255-
dc.descriptionScientific and Technological Research Council of Turkey (TUBITAK) BIDEB 2214-A 2017/2 1059B141700512en_US
dc.description.abstractBuried pipelines crossing active faults are exposed to excessive soil forces under fault movements due to large relative movement between pipes and the soil surrounding them. As a result, extreme longitudinal strains develop within pipelines under large fault movements and this leads to pipeline failures. Several seismic mitigation techniques were proposed to improve the performance of buried pipelines crossing active faults. In this study, the potential of using Tyre Derived Aggregates (TDA) as a backfill material for mitigating the effects of strike-slip faulting are investigated through physical model tests. First, the details of the physical model test setup and model configuration are presented. Then a comparative study is carried out to study the effect of TDA content in the backfill and trench configurations on TDA mitigation. Model tests revealed that using a sloped trench with 100% TDA content in the backfill can decrease peak axial pipe strains up to 62% and peak bending strains up to 19%. It is observed that enlarging the trench and using an inclined trench improve the performance of the TDA mitigation technique.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBackfill-Tyre Derived Aggregates (TDA)en_US
dc.subjectBuried continuous pipelinesen_US
dc.subjectFault crossingsen_US
dc.subjectSeismic mitigation techniqueen_US
dc.titleUsage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model testsen_US
dc.typeArticleen_US
dc.authorid0000-0003-3262-8380en_US
dc.institutionauthorKaraman, Mustafaen_US
dc.institutionauthorEcemiş Zeren, Nurhanen_US
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.wosWOS:000781170400001en_US
dc.identifier.scopus2-s2.0-85127712579en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1007/s10518-022-01383-2-
dc.contributor.affiliationIzmir Institute of Technologyen_US
dc.contributor.affiliationİzmir Katip Çelebi Üniversitesien_US
dc.contributor.affiliationIzmir Institute of Technologyen_US
dc.contributor.affiliationUniversity of Surreyen_US
dc.relation.issn1570-761Xen_US
dc.description.volume20en_US
dc.description.issue7en_US
dc.description.startpage3143en_US
dc.description.endpage3165en_US
dc.identifier.scopusqualityQ1-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.openairetypeArticle-
crisitem.author.dept01. Izmir Institute of Technology-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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