Compressive resistance of concrete produced with recycled concrete aggregate and sugarcane vinasse waste-water
Autor(a) principal: | |
---|---|
Data de Publicação: | 2022 |
Outros Autores: | , , , , |
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. |
id |
UNSP_ab40bb0f0426ac5b623e4cb1dc0ea579 |
---|---|
oai_identifier_str |
oai:repositorio.unesp.br:11449/223068 |
network_acronym_str |
UNSP |
network_name_str |
Repositório Institucional da UNESP |
repository_id_str |
2946 |
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 |
|
_version_ |
1808129410327379968 |