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Durable performance of recycled aggregate concrete in aggressive environments
dc.creator | Zega, Claudio Javier | |
dc.creator | Santillán, Lautaro | |
dc.creator | Sosa, María Eva | |
dc.creator | Villagrán Zaccardi, Yury Andrés | |
dc.date.accessioned | 2021-10-10T18:21:00Z | |
dc.date.available | 2021-10-10T18:21:00Z | |
dc.date.issued | 2020 | |
dc.identifier.citation | J. Mater. Civ. Eng., 2020, 32(7): 03120002 | es_ES |
dc.identifier.uri | http://hdl.handle.net/20.500.12272/5573 | |
dc.description.abstract | Recycled aggregate concrete is an eco-friendly material that is increasingly being used in new constructions. Nowadays, this application is mainly limited by user’s lack of confidence, as coarse recycled aggregate (CRA) is usually more porous, i.e., it has a higher water absorption, than coarse natural aggregate. This difference is a primary concern for practitioners when they have to comply with durability requirements. Although some uncertainties remain in this regard, significant progress has been made in the last few years concerning the assessment of durable recycled aggregate concrete. This paper reviews this topic and includes aspects related to chloride penetration, sulfate attack, freezing and thawing, high temperature, and alkali-silica reaction. Generally, although there are some particularities related to each type of attack, the high porosity of CRA is compensated by other features, such as different texture, increased mechanical compatibility with the matrix, or content of hydration products. Experimental results in the literature show that there are no reasons to consider that durable, sustainable structures cannot be built with recycled aggregate concrete. | es_ES |
dc.format | es_ES | |
dc.language.iso | eng | es_ES |
dc.rights | openAccess | es_ES |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.rights.uri | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.subject | manufactured fine aggregate; particle size distribution; void volume; mixture proportioning; slump | es_ES |
dc.title | Durable performance of recycled aggregate concrete in aggressive environments | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.rights.holder | American Society of Civil Engineers | es_ES |
dc.description.affiliation | Fil: Zega, Claudio Javier. Universidad Nacional de La Plata. Facultad de Ingeniería. CONICET. LEMIT; Argentina | es_ES |
dc.description.affiliation | Fil: Santillán, Lautaro. CONICET. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina | es_ES |
dc.description.affiliation | Fil: Sosa, María Eva. Universidad Tecnológica Nacional. LEMaC (Centro de Investigaciones Viales). CIC PBA. CONICET; Argentina | es_ES |
dc.description.affiliation | Fil: Villagrán Zaccardi, Yury Andrés. CONICET. LEMIT; Argentina | es_ES |
dc.description.peerreviewed | Peer Reviewed | es_ES |
dc.type.version | publisherVersion | es_ES |
dc.rights.use | Atribución (Attribution): En cualquier explotación de la obra autorizada por la licencia será necesario reconocer la autoría (obligatoria en todos los casos). No comercial (Non Commercial): La explotación de la obra queda limitada a usos no comerciales. Sin obras derivadas (No Derivate Works): La autorización para explotar la obra no incluye la posibilidad de crear una obra derivada (traducciones, adaptaciones, etc.). | es_ES |
dc.identifier.doi | 10.1061/(ASCE)MT.1943-5533.0003253 |