Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion

Descripción del Articulo

El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
Detalles Bibliográficos
Autores: Babalola, O. E., Awoyera, P. O., Tran, M. T., Le, D. H., Olalusi, O. B., Viloria, A., Ovallos-Gazabon, D.
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/656774
Enlace del recurso:http://hdl.handle.net/10757/656774
Nivel de acceso:acceso embargado
Materia:Densified mix design
Durability
Mechanical properties
Recycled aggregate concrete
Ternary binder
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network_acronym_str UUPC
network_name_str UPC-Institucional
repository_id_str 2670
dc.title.es_PE.fl_str_mv Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
title Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
spellingShingle Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
Babalola, O. E.
Densified mix design
Durability
Mechanical properties
Recycled aggregate concrete
Ternary binder
title_short Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
title_full Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
title_fullStr Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
title_full_unstemmed Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
title_sort Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
author Babalola, O. E.
author_facet Babalola, O. E.
Awoyera, P. O.
Tran, M. T.
Le, D. H.
Olalusi, O. B.
Viloria, A.
Ovallos-Gazabon, D.
author_role author
author2 Awoyera, P. O.
Tran, M. T.
Le, D. H.
Olalusi, O. B.
Viloria, A.
Ovallos-Gazabon, D.
author2_role author
author
author
author
author
author
dc.contributor.author.fl_str_mv Babalola, O. E.
Awoyera, P. O.
Tran, M. T.
Le, D. H.
Olalusi, O. B.
Viloria, A.
Ovallos-Gazabon, D.
dc.subject.es_PE.fl_str_mv Densified mix design
Durability
Mechanical properties
Recycled aggregate concrete
Ternary binder
topic Densified mix design
Durability
Mechanical properties
Recycled aggregate concrete
Ternary binder
description El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2021-07-19T15:14:22Z
dc.date.available.none.fl_str_mv 2021-07-19T15:14:22Z
dc.date.issued.fl_str_mv 2020-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.issn.none.fl_str_mv 22387854
dc.identifier.doi.none.fl_str_mv 10.1016/j.jmrt.2020.04.038
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/656774
dc.identifier.journal.es_PE.fl_str_mv Journal of Materials Research and Technology
dc.identifier.eid.none.fl_str_mv 2-s2.0-85086667455
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85086667455
dc.identifier.pii.none.fl_str_mv S2238785420312035
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 22387854
10.1016/j.jmrt.2020.04.038
Journal of Materials Research and Technology
2-s2.0-85086667455
SCOPUS_ID:85086667455
S2238785420312035
0000 0001 2196 144X
url http://hdl.handle.net/10757/656774
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.relation.url.es_PE.fl_str_mv https://www.sciencedirect.com/science/article/pii/S2238785420312035
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/embargoedAccess
eu_rights_str_mv embargoedAccess
dc.format.es_PE.fl_str_mv application/html
dc.publisher.es_PE.fl_str_mv Elsevier Editora Ltda
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv Journal of Materials Research and Technology
dc.source.volume.none.fl_str_mv 9
dc.source.issue.none.fl_str_mv 3
dc.source.beginpage.none.fl_str_mv 6521
dc.source.endpage.none.fl_str_mv 6532
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/656774/2/elsevier-thumbnail.png
https://repositorioacademico.upc.edu.pe/bitstream/10757/656774/1/license.txt
bitstream.checksum.fl_str_mv 127bfec4a518aaeb5b162d6d9e7dfa98
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bitstream.checksumAlgorithm.fl_str_mv MD5
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spelling eebae683c81a6418686074f82d521185500df18945c7395b447fcced9a3b680753950012c44194e93b0444c9106a2780870aea5008ded3f5bc0e87df6b07439d746a00ec3500a4b6e30b9a7700dc143cbc8c42f8543b500b419b69e03ee7f84d734039c74517ea5500dac0a7611f98249a75c7433f537ede4a500Babalola, O. E.Awoyera, P. O.Tran, M. T.Le, D. H.Olalusi, O. B.Viloria, A.Ovallos-Gazabon, D.2021-07-19T15:14:22Z2021-07-19T15:14:22Z2020-01-012238785410.1016/j.jmrt.2020.04.038http://hdl.handle.net/10757/656774Journal of Materials Research and Technology2-s2.0-85086667455SCOPUS_ID:85086667455S22387854203120350000 0001 2196 144XEl texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.This study aimed to investigate the mechanical and durability properties of recycled aggre-gate concrete with a ternary binder system and optimized mix proportion. Two concretebatches were developed using a densified mix design approach (DMDA) to evaluate therequired mix proportions. Batch I have GGBS content varied at 0%, 10%, 20%, 30%, 40% and50% at constant w/b ratio of 0.45, while batch II concrete mix have varied water/binder ratios:0.3, 0.35, 0.4, 0.45 and 0.5 at constant GGBS replacement level of 30%. The fine aggregate(river sand) of the two batches was blended with fly ash at optimum loose packing density(FA + Sand) and superplasticizer (SP) was incorporated in the mix at a constant level of 1.4%.A control mix comprising of natural aggregate was also developed. The results obtainedshowcased the feasibility of producing structural concrete with recycled aggregates usingGGBS and fly ash. The mechanical and durability properties were best at 30% GGBS contentand 0.35 water/binder ratio. The DMDA for mix proportion adopted for RAC contributed sig-nificantly to improving its properties when compared to NAC, especially at the optimumobserved RAC mix with compressive strength of 52 MPa. Also, the mix demonstrated goodpermeability resistance in terms of chloride-ion ingress and capillary water absorption.application/htmlengElsevier Editora Ltdahttps://www.sciencedirect.com/science/article/pii/S2238785420312035info:eu-repo/semantics/embargoedAccessDensified mix designDurabilityMechanical propertiesRecycled aggregate concreteTernary binderMechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportioninfo:eu-repo/semantics/articleJournal of Materials Research and Technology9365216532reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCTHUMBNAILelsevier-thumbnail.pngapplication/octet-stream44691https://repositorioacademico.upc.edu.pe/bitstream/10757/656774/2/elsevier-thumbnail.png127bfec4a518aaeb5b162d6d9e7dfa98MD52falseLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/656774/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/656774oai:repositorioacademico.upc.edu.pe:10757/6567742021-07-20 03:30:14.578Repositorio académico upcupc@openrepository.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Mechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportion
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