Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water

Detalhes bibliográficos
Autor(a) principal: Tamashiro, Jacqueline Roberta
Data de Publicação: 2022
Outros Autores: Kinoshita, Angela, Pereira Silva, Lucas Henrique, Friol Guedes de Paiva, Fabio, Antunes, Patricia Alexandra, Simões, Rebeca Delatore [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1016/j.clet.2021.100362
http://hdl.handle.net/11449/223068
Resumo: Vinasse is the main by-product of the sugar and alcohol industry. For each liter of ethanol produced from sugarcane, approximately 12–18 L of vinasse are generated. Being such, its use as a hydration agent in concretes may be useful to save drinking water. This work analyzed the compressive strength of concrete manufactured with vinasse and recycled concrete aggregates (RCA), as a substitute for water (100%) and sand (50 and 100%), respectively. At the initial periods (7 and 14 days), the compressive strength of specimens hydrated with water was higher than those hydrated with vinasse due to the delay in hydration of the cement caused by the sucrose present in the vinasse. Therefore, in these stages, the hydration agent is the main contributor for the differences in the compression strength (p < 0.05, Two-way ANOVA). In the later stages (21 and 28 days), the RCA content was that which most contributed to the differences in the compressive strength. Specimens with 50% RCA showed the highest values (p < 0.05), independently of the hydration agent; the specimens with vinasse reached the same resistance as that of the reference. After 63 days of curing, the concrete with water replaced by vinasse acquired higher resistance in relation to the reference due to continuity of curing. As both residues proved to be viable in the composition of concretes, they were applied in a precast concrete panel, that presented satisfactory results, enabling its use as a non-structural wall. It can be concluded that sugarcane vinasse with recycled concrete aggregate (RCA) is a suitable solution to achieve better reuse of construction and agroindustry waste as a new building materials compound.
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spelling Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-waterConcreteMechanical compressive strengthPrecast concrete panelRecycled concrete aggregateVinasseVinasse is the main by-product of the sugar and alcohol industry. For each liter of ethanol produced from sugarcane, approximately 12–18 L of vinasse are generated. Being such, its use as a hydration agent in concretes may be useful to save drinking water. This work analyzed the compressive strength of concrete manufactured with vinasse and recycled concrete aggregates (RCA), as a substitute for water (100%) and sand (50 and 100%), respectively. At the initial periods (7 and 14 days), the compressive strength of specimens hydrated with water was higher than those hydrated with vinasse due to the delay in hydration of the cement caused by the sucrose present in the vinasse. Therefore, in these stages, the hydration agent is the main contributor for the differences in the compression strength (p < 0.05, Two-way ANOVA). In the later stages (21 and 28 days), the RCA content was that which most contributed to the differences in the compressive strength. Specimens with 50% RCA showed the highest values (p < 0.05), independently of the hydration agent; the specimens with vinasse reached the same resistance as that of the reference. After 63 days of curing, the concrete with water replaced by vinasse acquired higher resistance in relation to the reference due to continuity of curing. As both residues proved to be viable in the composition of concretes, they were applied in a precast concrete panel, that presented satisfactory results, enabling its use as a non-structural wall. It can be concluded that sugarcane vinasse with recycled concrete aggregate (RCA) is a suitable solution to achieve better reuse of construction and agroindustry waste as a new building materials compound.Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)University of Western São Paulo UNOESTE, Raposo Tavares km 572Federal Institute of Education Science and Technology, José Ramos Junior St. 27-50, Jd. Tropical, Presidente EpitácioSão Paulo State University UNESP School of Sciences and Engineering, Domingos da Costa Lopes St. 780, Jd. ItaipuSão Paulo State University UNESP School of Sciences and Engineering, Domingos da Costa Lopes St. 780, Jd. ItaipuCNPq: 309186/2020–0UNOESTEScience and TechnologyUniversidade Estadual Paulista (UNESP)Tamashiro, Jacqueline RobertaKinoshita, AngelaPereira Silva, Lucas HenriqueFriol Guedes de Paiva, FabioAntunes, Patricia AlexandraSimões, Rebeca Delatore [UNESP]2022-04-28T19:48:24Z2022-04-28T19:48:24Z2022-02-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://dx.doi.org/10.1016/j.clet.2021.100362Cleaner Engineering and Technology, v. 6.2666-7908http://hdl.handle.net/11449/22306810.1016/j.clet.2021.1003622-s2.0-85121286898Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCleaner Engineering and Technologyinfo:eu-repo/semantics/openAccess2022-04-28T19:48:24Zoai:repositorio.unesp.br:11449/223068Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:15:38.312942Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
title Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
spellingShingle Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
Tamashiro, Jacqueline Roberta
Concrete
Mechanical compressive strength
Precast concrete panel
Recycled concrete aggregate
Vinasse
title_short Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
title_full Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
title_fullStr Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
title_full_unstemmed Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
title_sort Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
author Tamashiro, Jacqueline Roberta
author_facet Tamashiro, Jacqueline Roberta
Kinoshita, Angela
Pereira Silva, Lucas Henrique
Friol Guedes de Paiva, Fabio
Antunes, Patricia Alexandra
Simões, Rebeca Delatore [UNESP]
author_role author
author2 Kinoshita, Angela
Pereira Silva, Lucas Henrique
Friol Guedes de Paiva, Fabio
Antunes, Patricia Alexandra
Simões, Rebeca Delatore [UNESP]
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv UNOESTE
Science and Technology
Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv Tamashiro, Jacqueline Roberta
Kinoshita, Angela
Pereira Silva, Lucas Henrique
Friol Guedes de Paiva, Fabio
Antunes, Patricia Alexandra
Simões, Rebeca Delatore [UNESP]
dc.subject.por.fl_str_mv Concrete
Mechanical compressive strength
Precast concrete panel
Recycled concrete aggregate
Vinasse
topic Concrete
Mechanical compressive strength
Precast concrete panel
Recycled concrete aggregate
Vinasse
description Vinasse is the main by-product of the sugar and alcohol industry. For each liter of ethanol produced from sugarcane, approximately 12–18 L of vinasse are generated. Being such, its use as a hydration agent in concretes may be useful to save drinking water. This work analyzed the compressive strength of concrete manufactured with vinasse and recycled concrete aggregates (RCA), as a substitute for water (100%) and sand (50 and 100%), respectively. At the initial periods (7 and 14 days), the compressive strength of specimens hydrated with water was higher than those hydrated with vinasse due to the delay in hydration of the cement caused by the sucrose present in the vinasse. Therefore, in these stages, the hydration agent is the main contributor for the differences in the compression strength (p < 0.05, Two-way ANOVA). In the later stages (21 and 28 days), the RCA content was that which most contributed to the differences in the compressive strength. Specimens with 50% RCA showed the highest values (p < 0.05), independently of the hydration agent; the specimens with vinasse reached the same resistance as that of the reference. After 63 days of curing, the concrete with water replaced by vinasse acquired higher resistance in relation to the reference due to continuity of curing. As both residues proved to be viable in the composition of concretes, they were applied in a precast concrete panel, that presented satisfactory results, enabling its use as a non-structural wall. It can be concluded that sugarcane vinasse with recycled concrete aggregate (RCA) is a suitable solution to achieve better reuse of construction and agroindustry waste as a new building materials compound.
publishDate 2022
dc.date.none.fl_str_mv 2022-04-28T19:48:24Z
2022-04-28T19:48:24Z
2022-02-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1016/j.clet.2021.100362
Cleaner Engineering and Technology, v. 6.
2666-7908
http://hdl.handle.net/11449/223068
10.1016/j.clet.2021.100362
2-s2.0-85121286898
url http://dx.doi.org/10.1016/j.clet.2021.100362
http://hdl.handle.net/11449/223068
identifier_str_mv Cleaner Engineering and Technology, v. 6.
2666-7908
10.1016/j.clet.2021.100362
2-s2.0-85121286898
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Cleaner Engineering and Technology
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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