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dc.contributor.authorÇelebi, Erkan
dc.contributor.authorKırtel, Osman
dc.contributor.authorİstegün, Berna
dc.contributor.authorNavdar, Muhammet Burhan
dc.contributor.authorSubaşı, Ayşenur
dc.contributor.authorGöktepe, Fatih
dc.contributor.authorZülfikar, Abdullah Can
dc.date.accessioned2024-07-31T13:00:30Z
dc.date.available2024-07-31T13:00:30Z
dc.date.issued2024en_US
dc.identifier.issn0141-0296
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2024.118207
dc.identifier.urihttps://hdl.handle.net/20.500.14002/2559
dc.description.abstractThe most cost-effective method for reducing vibrations in structures affected by continuous railway traffic is the implementation of an open trench in the ground. However, using deep trenches without lateral support in residential areas is impractical from an engineering standpoint. Furthermore, the screening efficiency of solid wave barriers falls short of expectations. Full-scale field tests to assess the vibration isolation performance of open trenches are either limited or rely on stationary point sources generating periodic surface vibrations. The objective of this study is to investigate both free-field surface ground vibrations and the dynamic response of a specially constructed test building founded on alluvial soil close to high-speed railway traffic, considering both passively isolated and non-isolated conditions. The chosen testing location is Sakarya-Pamukova, a critical area along the Istanbul-Ankara High-Speed Train (HST) line in North-Western Türkiye. To address stability and near-surface groundwater issues, specially designed prefabricated panels with low impedance were placed in the trench. Additionally, the vibration screening performance of infill materials made from recyclable waste materials like wood shavings, Styrofoam, and expanded glass granules was evaluated for the trench-type wave barrier with thin aerated concrete walls. This evaluation considered both structural response and surface wave motions at the test site. In this full-scale experimental study under challenging geotechnical conditions, it has been demonstrated that significant attenuation effects (a reduction of up to 50%) near the high-speed railroad can be achieved at a depth equal to half the wavelength of the excavation. This was accomplished using a thin-walled wave barrier made of low-cost and environmentally friendly lightweight material. By employing various recyclable waste-filling materials, an additional benefit of up to 3 and 5 decibels was observed in vibration mitigation for structural and free field ground vibrations, respectively. © 2024 Elsevier Ltden_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofEngineering Structuresen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectExpanded glass granularen_US
dc.subjectHigh-speed train trafficen_US
dc.subjectHuman perceptionsen_US
dc.subjectIn-filled open trenchen_US
dc.subjectIn-situ measurementen_US
dc.subjectStructural responseen_US
dc.subjectStyrofoamen_US
dc.subjectWood shavingsen_US
dc.titleHigh-speed train induced environmental vibrations: Experimental study on Isolation efficiency of recyclable in-filling materials for thin-walled hollow wave barrieren_US
dc.typearticleen_US
dc.departmentFakülteler, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.institutionauthorÇelebi, Erkan
dc.institutionauthorKırtel, Osman
dc.identifier.doi10.1016/j.engstruct.2024.118207en_US
dc.identifier.volume312en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid8987184100en_US
dc.authorscopusid25630789600en_US
dc.authorscopusid57205471829en_US
dc.authorscopusid57192207295en_US
dc.authorscopusid58165509300en_US
dc.authorscopusid36843997300en_US
dc.authorscopusid24472180100en_US
dc.identifier.wosqualityQ1en_US
dc.identifier.scopus2-s2.0-85193832047en_US


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