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dc.creatorGiannakos, K.en
dc.creatorLoizos, A.en
dc.date.accessioned2015-11-23T10:28:03Z
dc.date.available2015-11-23T10:28:03Z
dc.date.issued2008
dc.identifier.isbn9780415475907
dc.identifier.urihttp://hdl.handle.net/11615/27891
dc.description.abstractIn this paper the results of the tests performed on the ballast used in the Greek network are presented. The tests were conducted in laboratories in France and Greece, and led to a change in the Greek technical specifications. Moreover, the need for a new method for the calculation of the actions on the railway superstructure is analyzed in terms of track maintenance and passenger's comfort. Finally, the influence of the limestone ballast on the track response and the need for new higher demands in the specifications is discussed. © 2008 Taylor & Francis Group, London.en
dc.source.urihttp://www.scopus.com/inward/record.url?eid=2-s2.0-79952301026&partnerID=40&md5=49792f3724fc5c3fe1e4e94add86be08
dc.subjectRailway superstructuresen
dc.subjectRailway tracken
dc.subjectTechnical specificationsen
dc.subjectTrack maintenanceen
dc.subjectLimestoneen
dc.subjectSpecificationsen
dc.subjectRailroadsen
dc.titleBallast stressing on a railway track and the behaviour of limestone ballasten
dc.typeconferenceItemen


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