Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000789
DC FieldValue
dc.titleEffects of the parent concrete properties and crushing procedure on the properties of coarse recycled concrete aggregates
dc.contributor.authorAkbarnezhad, A.
dc.contributor.authorOng, K.C.G.
dc.contributor.authorTam, C.T.
dc.contributor.authorZhang, M.H.
dc.date.accessioned2014-06-17T05:29:48Z
dc.date.available2014-06-17T05:29:48Z
dc.date.issued2013
dc.identifier.citationAkbarnezhad, A., Ong, K.C.G., Tam, C.T., Zhang, M.H. (2013). Effects of the parent concrete properties and crushing procedure on the properties of coarse recycled concrete aggregates. Journal of Materials in Civil Engineering 25 (12) : 1795-1802. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000789
dc.identifier.issn08991561
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/59033
dc.description.abstractFine tuning of concrete recycling processes requires a comprehensive understanding of the overlapping interactions and effects of the various influencing parameters. The most important parameters associated with recycled concrete aggregate (RCA) production that may affect quality and yield include such properties of the parent concrete as the composition, strength and aggregate grading, type of crushers used, number of crushing stages, the size of the RCA particles, and the size reduction sequence. The effects of such parameters overlap and interact with one another and render it impossible for firm conclusions to be drawn on the effects of one parameter in isolation as evidenced by results reported in available literature. The present paper reports on the findings of an experimental study on the concomitant effects of the strength of the parent concrete, size of the natural aggregates used in the parent concrete, and the number of crushing stages on the properties of coarse recycled concrete aggregates, including mortar content, water absorption, bulk density, Los Angeles abrasion loss, and compressive strength of the recycled aggregate concrete. The study is confined only to granitic coarse aggregates, as this is the only type used in Singapore for ordinary concrete. © 2013 American Society of Civil Engineers.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000789
dc.sourceScopus
dc.subjectAggregate
dc.subjectConcrete
dc.subjectCrushing
dc.subjectMortar content
dc.subjectRecycling
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.doi10.1061/(ASCE)MT.1943-5533.0000789
dc.description.sourcetitleJournal of Materials in Civil Engineering
dc.description.volume25
dc.description.issue12
dc.description.page1795-1802
dc.identifier.isiut000329913900002
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