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dc.contributoren-US
dc.creatorVega-Zamanillo, Ángel
dc.creatorCalzada-Pérez, Miguel Ángel
dc.creatorLastra-González, Pedro
dc.creatorIndacoechea-Vega, Irune
dc.creatorFernández-Ortega, José Ángel
dc.date2017-08-30
dc.date.accessioned2019-05-03T12:19:50Z
dc.date.available2019-05-03T12:19:50Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/967
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/83928
dc.descriptionDOI: 10.7764/RDLC.16.2.229This paper presents the performance of different types of asphalt mixtures containing reclaimed asphalt pavement (RAP) and industrial by-products such as cupola furnace slags and green sands. In this study, conventional bitumen is employed as binding material while limestone is used as natural aggregate. The Marshall method has been used for designing the asphalt mixtures and voids percentage while water sensitivity and wheel tracking tests have been carried out to evaluate the mixtures performance. Although the only natural aggregate is limestone, and this significantly hinders the performance of these mixtures, laboratory results show that they can be successfully employed in the construction of low traffic intensity roads as binder course.  en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/967/183
dc.sourceRevista de la Construcción. Journal of Construction; Vol 16, No 2 (2017): Revista de la Construcción, Journal of Construction; 229-237en-US
dc.source0718-915X
dc.source0717-7925
dc.subjecten-US
dc.subjectRAP, cupola slag, green sand, asphalt concrete, bituminous mixture.en-US
dc.titleAnalysis of the use of cupola furnace slags, green sand and reclaimed asphalt pavement in asphalt concrete mixtures for low intensity trafficen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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