Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14254
DC FieldValueLanguage
dc.contributor.authorNeocleous, Kyriacos-
dc.contributor.authorAngelakopoulos, H.-
dc.contributor.authorPilakoutas, Kypros-
dc.contributor.authorGuadagnin, Maurizio-
dc.date.accessioned2019-07-02T10:24:49Z-
dc.date.available2019-07-02T10:24:49Z-
dc.date.issued2011-05-
dc.identifier.citationProceedings of the Institution of Civil Engineers: Transport, 2011, vol. 164, no. 2, pp. 97-109en_US
dc.identifier.issn17517710-
dc.description.abstractConcrete pavements are generally more expensive to construct than asphalt pavements, and are thus mostly used in heavily trafficked sections and to reduce maintenance. The research work presented in this paper, however, indicated that the use of rapid construction techniques (such as roller compaction) and materials with lower embodied energy (such as low-energy cements, recycled aggregates and recycled steel fibres) can lead to concrete pavements that are more economical and environmentally friendly than asphalt pavements (40% less energy consumption during the life cycle of the pavement). The first part of this paper presents an overview of this research, which was undertaken as part of the EU FP6 STREP project 'EcoLanes' and investigated the development of long-lasting rigid pavements made with steel-fibre-reinforced roller-compacted concrete. The second part of the paper outlines the work undertaken for the development and optimisation of several trial concrete mixes. It is shown that the flexural behaviour of rollercompacted concrete, under static loads, can be enhanced by the addition of fibres. Furthermore, the results of this study demonstrated the potential of recycling concrete pavements, at the end of their life, for the construction of new pavements.en_US
dc.language.isoenen_US
dc.relation.ispartofProceedings of the Institution of Civil Engineers: Transporten_US
dc.rights© ICEen_US
dc.subjectConcrete technology & manufactureen_US
dc.subjectPavement designen_US
dc.subjectStrength & testing of materialsen_US
dc.titleFibre-reinforced roller compacted concrete transport pavementsen_US
dc.typeArticleen_US
dc.collaborationUniversity of Sheffielden_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryUnited Kingdomen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1680/tran.9.00043en_US
dc.identifier.scopus2-s2.0-79953194109-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/79953194109-
dc.relation.issue2en_US
dc.relation.volume164en_US
cut.common.academicyear2010-2011en_US
dc.identifier.spage97en_US
dc.identifier.epage109en_US
item.openairetypearticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.languageiso639-1en-
crisitem.author.deptERATOSTHENES Centre of Excellence-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2445-5814-
crisitem.author.parentorgCyprus University of Technology-
crisitem.journal.journalissn1751-7710-
crisitem.journal.publisherInstitution of Civil Engineers (ICE)-
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