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

This study aimed to investigate the mechanical and durability properties of recycled aggregate concrete with a ternary binder system and optimized mix proportion. Two concrete batches were developed using a densified mix design approach (DMDA) to evaluate the required mix proportions. Batch I have G...

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Autores:
Babalola, O. E.
Awoyera, P. O.
Tran, M. T.
Le, D-H
Olalusi, O. B.
Viloria, A.
Ovallos-Gazabon, D.
Tipo de recurso:
Fecha de publicación:
2020
Institución:
Universidad Simón Bolívar
Repositorio:
Repositorio Digital USB
Idioma:
eng
OAI Identifier:
oai:bonga.unisimon.edu.co:20.500.12442/5994
Acceso en línea:
https://hdl.handle.net/20.500.12442/5994
https://doi.org/10.1016/j.jmrt.2020.04.038
https://www.sciencedirect.com/science/article/pii/S2238785420312035
Palabra clave:
Recycled aggregate concrete
Densified mix design
Ternary binder
Durability
Mechanical properties
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openAccess
License
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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dc.title.eng.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
Recycled aggregate concrete
Densified mix design
Ternary binder
Durability
Mechanical properties
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
dc.creator.fl_str_mv Babalola, O. E.
Awoyera, P. O.
Tran, M. T.
Le, D-H
Olalusi, O. B.
Viloria, A.
Ovallos-Gazabon, D.
dc.contributor.author.none.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.eng.fl_str_mv Recycled aggregate concrete
Densified mix design
Ternary binder
Durability
Mechanical properties
topic Recycled aggregate concrete
Densified mix design
Ternary binder
Durability
Mechanical properties
description This study aimed to investigate the mechanical and durability properties of recycled aggregate concrete with a ternary binder system and optimized mix proportion. Two concrete batches were developed using a densified mix design approach (DMDA) to evaluate the required mix proportions. Batch I have GGBS content varied at 0%, 10%, 20%, 30%, 40% and 50% 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 obtained showcased the feasibility of producing structural concrete with recycled aggregates using GGBS and fly ash. The mechanical and durability properties were best at 30% GGBS content and 0.35 water/binder ratio. The DMDA for mix proportion adopted for RAC contributed significantly to improving its properties when compared to NAC, especially at the optimum observed RAC mix with compressive strength of 52 MPa. Also, the mix demonstrated good permeability resistance in terms of chloride-ion ingress and capillary water absorption.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2020-06-25T19:32:33Z
dc.date.available.none.fl_str_mv 2020-06-25T19:32:33Z
dc.date.issued.none.fl_str_mv 2020
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dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12442/5994
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1016/j.jmrt.2020.04.038
dc.identifier.url.none.fl_str_mv https://www.sciencedirect.com/science/article/pii/S2238785420312035
url https://hdl.handle.net/20.500.12442/5994
https://doi.org/10.1016/j.jmrt.2020.04.038
https://www.sciencedirect.com/science/article/pii/S2238785420312035
dc.language.iso.eng.fl_str_mv eng
language eng
dc.rights.*.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv pdf
dc.publisher.eng.fl_str_mv Elsevier
dc.source.eng.fl_str_mv Journal of Materials Research and Technology
dc.source.none.fl_str_mv Vol. 9, Issue 3, (2020)
institution Universidad Simón Bolívar
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spelling Babalola, O. E.1b6b9e29-a4e3-44b7-a1ba-e678e1709163Awoyera, P. O.038c5aa6-098c-434e-90ab-7b768b77d2d1Tran, M. T.42d17719-c7b4-4613-ac0b-598c0374c7eaLe, D-H0f02f435-b7d1-4585-bcb4-d216a94eb093Olalusi, O. B.f9fe655c-5065-4201-923f-d41553660277Viloria, A.8f0f16a3-04cd-4172-9a08-0e3ffd97902fOvallos-Gazabon, D.33338c04-ce1a-4fd6-89f3-a979de3bd6822020-06-25T19:32:33Z2020-06-25T19:32:33Z2020https://hdl.handle.net/20.500.12442/5994https://doi.org/10.1016/j.jmrt.2020.04.038https://www.sciencedirect.com/science/article/pii/S2238785420312035This study aimed to investigate the mechanical and durability properties of recycled aggregate concrete with a ternary binder system and optimized mix proportion. Two concrete batches were developed using a densified mix design approach (DMDA) to evaluate the required mix proportions. Batch I have GGBS content varied at 0%, 10%, 20%, 30%, 40% and 50% 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 obtained showcased the feasibility of producing structural concrete with recycled aggregates using GGBS and fly ash. The mechanical and durability properties were best at 30% GGBS content and 0.35 water/binder ratio. The DMDA for mix proportion adopted for RAC contributed significantly to improving its properties when compared to NAC, especially at the optimum observed RAC mix with compressive strength of 52 MPa. Also, the mix demonstrated good permeability resistance in terms of chloride-ion ingress and capillary water absorption.pdfengElsevierAttribution-NonCommercial-NoDerivatives 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Journal of Materials Research and TechnologyVol. 9, Issue 3, (2020)Recycled aggregate concreteDensified mix designTernary binderDurabilityMechanical propertiesMechanical and durability properties of recycled aggregate concrete with ternary binder system and optimized mix proportioninfo:eu-repo/semantics/preprintPre-Publicaciónhttp://purl.org/coar/resource_type/c_816bM.S. Imbabi, C. Carrigan, S. McKenna, Trends and developments in green cement and concrete technology, Int. J. Sustain. Built Environ. 1 (2012) 194–216. doi:https://doi.org/10.1016/j.ijsbe.2013.05.001.M. Behera, S.K. Bhattacharyya, A.K. Minocha, R. Deoliya, S. Maiti, Recycled aggregate from C&D waste & its use in concrete–A breakthrough towards sustainability in construction sector: A review, Constr. Build. Mater. 68 (2014) 501–516.O.E. Babalola, P.O. Awoyera, Suitability of <i>Cordia millenii</i> Ash Blended Cement in Concrete Production, Int. J. Eng. Res. Africa. 22 (2016) 59–67. doi:10.4028/www.scientific.net/JERA.22.59.M. Moini, The optimization of concrete mixtures for use in highway applications, (2015).C.-C. Fan, R. Huang, H. Hwang, S.-J. Chao, Properties of concrete incorporating fine recycled aggregates from crushed concrete wastes, Constr. Build. Mater. 112 (2016) 708– 715. doi:10.1016/j.conbuildmat.2016.02.154.S. Karthik, P.R.M. Rao, P.O. Awoyera, Strength properties of bamboo and steel reinforced concrete containing manufactured sand and mineral admixtures, J. King Saud Univ. - Eng. Sci. (2017). doi:10.1016/j.jksues.2016.12.003.P. Awoyera, R. Gobinath, S. Haripriya, P. 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