Mixed coating mortars using tire rubber: performance in the face of water
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.7764/RIC.00060.21 http://hdl.handle.net/11449/247542 |
Resumo: | This paper evaluated the behavioural performance to coating mortar water with rubberized tyres. #0.60 mm and #1.19 mm grain sizes have been used with the incorporation of 10 and 20% (in volume), replacing the small units. The methodology has elapsed with capillary and drying tests; humidification and drying procedures with mass control, infrared thermography and measurement of humidity. The results indicated that in capillarity and drying the trace A20F (#0.60 mm particle size and incorporation of 20%) had have a low absorption rate and helped in the process of water disposal. In the humidification and drying process, both active as well as passive, the rubber possibly blocks the pores of mass, for the grain traits size #0.60 mm (A10F and primarily A20F) have proven easy to lose water, suggesting that the majority of water absorbed would be concentrated on the surface part of the composite. |
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Repositório Institucional da UNESP |
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Mixed coating mortars using tire rubber: performance in the face of waterdryinfrared thermographyMortarpermeabilitythermal analysisThis paper evaluated the behavioural performance to coating mortar water with rubberized tyres. #0.60 mm and #1.19 mm grain sizes have been used with the incorporation of 10 and 20% (in volume), replacing the small units. The methodology has elapsed with capillary and drying tests; humidification and drying procedures with mass control, infrared thermography and measurement of humidity. The results indicated that in capillarity and drying the trace A20F (#0.60 mm particle size and incorporation of 20%) had have a low absorption rate and helped in the process of water disposal. In the humidification and drying process, both active as well as passive, the rubber possibly blocks the pores of mass, for the grain traits size #0.60 mm (A10F and primarily A20F) have proven easy to lose water, suggesting that the majority of water absorbed would be concentrated on the surface part of the composite.Universidad Estadual Paulista (UNESP)Universidad Estadual Paulista (UNESP)Universidade Estadual Paulista (UNESP)Sakamoto, C. A. [UNESP]Pagoto, L. M. [UNESP]Akasaki, J. L. [UNESP]Pinheiro Melges, J. L. [UNESP]Fabiano Fioriti, C. [UNESP]2023-07-29T13:18:54Z2023-07-29T13:18:54Z2023-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article176-185http://dx.doi.org/10.7764/RIC.00060.21Revista Ingenieria de Construccion, v. 38, n. 1, p. 176-185, 2023.0718-50730716-2952http://hdl.handle.net/11449/24754210.7764/RIC.00060.212-s2.0-85161310764Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengRevista Ingenieria de Construccioninfo:eu-repo/semantics/openAccess2023-07-29T13:18:54Zoai:repositorio.unesp.br:11449/247542Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T18:48:30.429371Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Mixed coating mortars using tire rubber: performance in the face of water |
title |
Mixed coating mortars using tire rubber: performance in the face of water |
spellingShingle |
Mixed coating mortars using tire rubber: performance in the face of water Sakamoto, C. A. [UNESP] dry infrared thermography Mortar permeability thermal analysis |
title_short |
Mixed coating mortars using tire rubber: performance in the face of water |
title_full |
Mixed coating mortars using tire rubber: performance in the face of water |
title_fullStr |
Mixed coating mortars using tire rubber: performance in the face of water |
title_full_unstemmed |
Mixed coating mortars using tire rubber: performance in the face of water |
title_sort |
Mixed coating mortars using tire rubber: performance in the face of water |
author |
Sakamoto, C. A. [UNESP] |
author_facet |
Sakamoto, C. A. [UNESP] Pagoto, L. M. [UNESP] Akasaki, J. L. [UNESP] Pinheiro Melges, J. L. [UNESP] Fabiano Fioriti, C. [UNESP] |
author_role |
author |
author2 |
Pagoto, L. M. [UNESP] Akasaki, J. L. [UNESP] Pinheiro Melges, J. L. [UNESP] Fabiano Fioriti, C. [UNESP] |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (UNESP) |
dc.contributor.author.fl_str_mv |
Sakamoto, C. A. [UNESP] Pagoto, L. M. [UNESP] Akasaki, J. L. [UNESP] Pinheiro Melges, J. L. [UNESP] Fabiano Fioriti, C. [UNESP] |
dc.subject.por.fl_str_mv |
dry infrared thermography Mortar permeability thermal analysis |
topic |
dry infrared thermography Mortar permeability thermal analysis |
description |
This paper evaluated the behavioural performance to coating mortar water with rubberized tyres. #0.60 mm and #1.19 mm grain sizes have been used with the incorporation of 10 and 20% (in volume), replacing the small units. The methodology has elapsed with capillary and drying tests; humidification and drying procedures with mass control, infrared thermography and measurement of humidity. The results indicated that in capillarity and drying the trace A20F (#0.60 mm particle size and incorporation of 20%) had have a low absorption rate and helped in the process of water disposal. In the humidification and drying process, both active as well as passive, the rubber possibly blocks the pores of mass, for the grain traits size #0.60 mm (A10F and primarily A20F) have proven easy to lose water, suggesting that the majority of water absorbed would be concentrated on the surface part of the composite. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-07-29T13:18:54Z 2023-07-29T13:18:54Z 2023-01-01 |
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/10.7764/RIC.00060.21 Revista Ingenieria de Construccion, v. 38, n. 1, p. 176-185, 2023. 0718-5073 0716-2952 http://hdl.handle.net/11449/247542 10.7764/RIC.00060.21 2-s2.0-85161310764 |
url |
http://dx.doi.org/10.7764/RIC.00060.21 http://hdl.handle.net/11449/247542 |
identifier_str_mv |
Revista Ingenieria de Construccion, v. 38, n. 1, p. 176-185, 2023. 0718-5073 0716-2952 10.7764/RIC.00060.21 2-s2.0-85161310764 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Revista Ingenieria de Construccion |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
176-185 |
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_ |
1808128229370757120 |