Loads on railway superstructure - Influence of high-resilient fastenings on sleepers loading

Giannakos, K; Loizos, A

dc.contributor.author	Giannakos, K	en
dc.contributor.author	Loizos, A	en
dc.date.accessioned	2014-03-01T02:51:07Z
dc.date.available	2014-03-01T02:51:07Z
dc.date.issued	2007	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/35377
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-84858142156&partnerID=40&md5=b0023807d824e71f6dcc10faaed9f6a0	en
dc.subject.other	Basic parameters	en
dc.subject.other	Concrete sleeper	en
dc.subject.other	Numerical applications	en
dc.subject.other	Railway superstructures	en
dc.subject.other	Soil mechanics	en
dc.subject.other	Pavements	en
dc.title	Loads on railway superstructure - Influence of high-resilient fastenings on sleepers loading	en
heal.type	conferenceItem	en
heal.publicationDate	2007	en
heal.abstract	In this paper a model for the determination of the load stressing the track is presented. The basic parameters of concrete sleeper design for the most adverse conditions of the Greek network are investigated, and methodology for calculating the load undertaken by each sleeper is proposed. Finally, numerical applications on twin-block sleepers and on monoblock sleepers, including the presence of fastenings of high resilience, are presented. © 2007 Taylor & Francis Group, London.	en
heal.journalName	Advanced Characterisation of Pavement and Soil Engineering Materials - Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials	en
dc.identifier.volume	2	en
dc.identifier.spage	1765	en
dc.identifier.epage	1775	en