Strategies to Incorporate Ground-Granulated Blast-Furnace Slag and Copper Slag into Ultrahigh-Performance Fiber-Reinforce Concrete

dc.centroEscuela de Ingenierías Industrialeses_ES
dc.contributor.authorParrón-Rubio, María Eugenia
dc.contributor.authorGarcía-Manrique-Ocaña, José Manuel
dc.contributor.authorGonzález-Herrera, Antonio
dc.contributor.authorPérez-García, Francisca
dc.contributor.authorRubio Cintas, María Dolores
dc.date.accessioned2025-01-29T09:51:21Z
dc.date.available2025-01-29T09:51:21Z
dc.date.issued2022-12
dc.departamentoIngeniería Civil, de Materiales y Fabricación
dc.descriptionhttps://openpolicyfinder.jisc.ac.uk/id/publication/11572
dc.description.abstractIn this work, the feasibility of incorporating different industrial wastes in the production of ultrahigh-performance fiber-reinforced concrete (UHPFRC) is investigated. Five different blends of UHPFRC were produced, partially replacing coarse sand with copper slag (CS) and cement and/or silica fume with ground-granulated blast-furnace slag (GGBFS). The replacement percentages ranged between 50% and 60% in all cases. This study focuses on the development of an UHPFRC using waste without special treatments and available in the Andalusia, Spain, market to reduce the cost of concrete. An extensive experimental program was carried out to analyze workability and mechanical properties. Results obtained showed a significant reduction in environmental and economic cost without loss in the UHPFRC performance. One of the main conclusions was that partial replacement of GGBFS increased the compressive and flexural strength at later ages (matching the traditional UHPFRC at 28 days) even when a small decrease was observed at early ages. In addition, the partial replacement of coarse sand by CS resulted in a UHPFRC with a compressive and flexural strength similar to the traditional UHPFRC at different ages.es_ES
dc.identifier.citationJournal of Materials in Civil Engineering. Volume 34, Issue 12es_ES
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0004492
dc.identifier.urihttps://hdl.handle.net/10630/37250
dc.language.isoenges_ES
dc.publisherASCE-Libraryes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.accessRightsopen accesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectCemento - Aditivoses_ES
dc.subject.otherUHPCes_ES
dc.subject.otherElastic Moduluses_ES
dc.subject.otherGranulate Blast Furnace Slages_ES
dc.subject.otherCopper slages_ES
dc.subject.otherCompressive strengthes_ES
dc.titleStrategies to Incorporate Ground-Granulated Blast-Furnace Slag and Copper Slag into Ultrahigh-Performance Fiber-Reinforce Concretees_ES
dc.typejournal articlees_ES
dc.type.hasVersionAMes_ES
dspace.entity.typePublication
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