Приказ основних података о документу

dc.creatorLazarević, Luka
dc.creatorVučković, Dejan
dc.creatorPopović, Zdenka
dc.date.accessioned2019-04-19T14:25:15Z
dc.date.available2019-04-19T14:25:15Z
dc.date.issued2016
dc.identifier.issn0954-4097
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/753
dc.description.abstractAn irregular geometry of the track can influence the safe passage of railway traffic. Therefore, maintenance activities on railways are mostly directed towards the correction of track geometry. It has been shown that unevenly supported and unsupported sleepers make major contributions to the effect of track geometry deterioration. In addition, irregular sleeper support conditions can contribute to ballast fouling, thus reducing its service life. Therefore, assessing the support conditions of the sleepers in a railway track is essential. This paper reviews methods that can be used for this purpose. Then, we propose a method for the assessment of sleeper support conditions and present results obtained in field investigations. The proposed method is based on sampling of the micro-tremor on sleepers and interpretation of obtained data. The obtained results prove that the proposed method is reliable and therefore usable in practice.en
dc.publisherSAGE Publications Ltd
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36012/RS//
dc.rightsrestrictedAccess
dc.sourceProceedings of the Institution of Mechanical Engineers Part F-Journal of Rail and Rapid Transit
dc.subjectRailway tracken
dc.subjectmaintenanceen
dc.subjectsleeper support conditionsen
dc.subjectballast bed degradationen
dc.subjecttrack geometry deteriorationen
dc.subjectmicro-tremor analysisen
dc.titleAssessment of sleeper support conditions using micro-tremor analysisen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage1841
dc.citation.issue8
dc.citation.other230(8): 1828-1841
dc.citation.rankM22
dc.citation.spage1828
dc.citation.volume230
dc.identifier.doi10.1177/0954409715615629
dc.identifier.scopus2-s2.0-84992195794
dc.identifier.wos000392916300005
dc.type.versionpublishedVersion


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