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dc.contributor.author
Zega, Claudio Javier
dc.contributor.author
Santillan, Lautaro Rodolfo
dc.contributor.author
Sosa, Maria Eva
dc.contributor.author
Villagrán Zaccardi, Yury Andrés
dc.date.available
2020-07-14T15:56:16Z
dc.date.issued
2020-07
dc.identifier.citation
Zega, Claudio Javier; Santillan, Lautaro Rodolfo; Sosa, Maria Eva; Villagrán Zaccardi, Yury Andrés; Durable performance of recycled aggregate concrete in aggressive environments; American Society of Civil Engineers; Journal of Materials in Civil Engineering; 32; 7; 7-2020; 1-10
dc.identifier.issn
0899-1561
dc.identifier.uri
http://hdl.handle.net/11336/109227
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.
dc.format
application/pdf
dc.language.iso
eng
dc.publisher
American Society of Civil Engineers
dc.rights
info:eu-repo/semantics/restrictedAccess
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.subject
RECYCLED AGGREGATE CONCRETE
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CHLORIDE PENETRATION
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SULFATE ATTACK
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FREEZING AND THAWING
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HIGH TEMPERATURE
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ALKALI-SILICA REACTION
dc.subject.classification
Ingeniería Civil
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Ingeniería Civil
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INGENIERÍAS Y TECNOLOGÍAS
dc.title
Durable performance of recycled aggregate concrete in aggressive environments
dc.type
info:eu-repo/semantics/article
dc.type
info:ar-repo/semantics/artículo
dc.type
info:eu-repo/semantics/publishedVersion
dc.date.updated
2020-06-23T13:09:39Z
dc.journal.volume
32
dc.journal.number
7
dc.journal.pagination
1-10
dc.journal.pais
Estados Unidos
dc.journal.ciudad
Reston
dc.description.fil
Fil: Zega, Claudio Javier. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Área Tecnología del Hormigón; Argentina
dc.description.fil
Fil: Santillan, Lautaro Rodolfo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Área Tecnología del Hormigón; Argentina
dc.description.fil
Fil: Sosa, Maria Eva. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Área Tecnología del Hormigón; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina
dc.description.fil
Fil: Villagrán Zaccardi, Yury Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Área Tecnología del Hormigón; Argentina
dc.journal.title
Journal of Materials in Civil Engineering
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/http://ascelibrary.org/doi/10.1061/%28ASCE%29MT.1943-5533.0003253
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003253
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