Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius)
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/5227 |
Resumo: | The SMA mixtures are characterized by a high void ratio, which favors binder draindown. In order to avoid this effect, fibers are added to the mixture, which in this case came from Curauá da Amazônia (Ananas erectifolius). The final composition studied resulted in 75% coarse aggregate, 15% fine aggregate, 10% filler, 0.3% of the Curauá fiber residue, and CAP contents equal to 6.50% and 6.88% for the formulations with SMA-Crushed Stone (reference) and SMA-construction and demolition waste (alternative), respectively. The results showed for the Tensile Strength that the composites with CDW reached higher results. The Resilient Modulus values presented small variations for the set of compositions in all loading levels at a temperature of 25°C. However, at a temperature of 40°C, the aforementioned parameter presented decreases in both researched formulations. In general, at all levels examined, higher results were observed for the alternative mixture (SMA-CDW). It is noteworthy the highest results of this parameter when comparing the compositions with the Curauá fiber residue and the formulations mentioned in the literature, with the presence of other types of fibers. Regarding the increase in temperature, there was a decrease in results for both mechanical parameters (TS, DM), but with lower losses for the SMA-RCD composition. |
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Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius)Stone Matrix Asphalt (SMA) con Residuos de Construcción y Fibra Curauá (Ananas erectifolius)Stone Matrix Asphalt (SMA) com Resíduos da Construção Civil e da Fibra do Curauá (Ananas erectifolius)Stone Matrix Asphalt. Residuos de construcción y demoliciónFibra del curauáResistencia a la tracciónMódulo de resiliencia.Stone matrix asphaltConstruction and demolition wasteCurauá fiberTensile strengthResilient modulus.Stone matrix asphaltResíduo de construção e demoliçãoFibra do curauáResistência a TraçãoMódulo de Resiliência.The SMA mixtures are characterized by a high void ratio, which favors binder draindown. In order to avoid this effect, fibers are added to the mixture, which in this case came from Curauá da Amazônia (Ananas erectifolius). The final composition studied resulted in 75% coarse aggregate, 15% fine aggregate, 10% filler, 0.3% of the Curauá fiber residue, and CAP contents equal to 6.50% and 6.88% for the formulations with SMA-Crushed Stone (reference) and SMA-construction and demolition waste (alternative), respectively. The results showed for the Tensile Strength that the composites with CDW reached higher results. The Resilient Modulus values presented small variations for the set of compositions in all loading levels at a temperature of 25°C. However, at a temperature of 40°C, the aforementioned parameter presented decreases in both researched formulations. In general, at all levels examined, higher results were observed for the alternative mixture (SMA-CDW). It is noteworthy the highest results of this parameter when comparing the compositions with the Curauá fiber residue and the formulations mentioned in the literature, with the presence of other types of fibers. Regarding the increase in temperature, there was a decrease in results for both mechanical parameters (TS, DM), but with lower losses for the SMA-RCD composition.Las mezclas SMA se distinguen por el alto contenido de vacíos, favoreciendo la escorrentía del ligante asfáltico. Para evitar este efecto, se añaden fibras que, en este caso, procedían de la Curauá da Amazánia (Ananas erectifolius). La composición final estudiada dio como resultado un 75% de áridos gruesos, el 15% del árido fino, el 10% del filler mineral, el 0,3% del residuo de fibra curauá y el contenido de la Cemento Asfaltico de Petróleo (CAP) igual al 6,50% y al 6,88% para las formulaciones SMA-Grava (referencia) y SMA-RCD (alternativa), respectivamente. Los resultados mostraron que la resistencia a la tracción (RT) de los compuestos con RCD obtuvo valores más altos. Específica del Módulo de Resiliencia (MR), a una temperatura de 25°C, se verificó para todas las composiciones y, en todos los niveles de carga, valores con pequeñas variaciones. Sin embargo, a 40°C, el parámetro antes mencionado mostró disminuciones en las dos formulaciones estudiadas. En general, en todos los niveles examinados, se observaron valores más altos para la MR de la mezcla alternativa (SMA-RCD). Los resultados más altos de este parámetro destacan al comparar las composiciones con el residuo de fibra curauá y las formulaciones citadas en la literatura, con la presencia de otros tipos de fibras. En cuanto al aumento de temperatura, se verificaron disminuciones en los resultados para ambos parámetros mecánicos (RT y MR), pero con pérdidas más bajas para la composición SMA-RCD.As misturas SMA se distinguem pelo alto teor de vazios, favorecendo o escorrimento do ligante asfáltico. Para evitar tal efeito, adicionam-se fibras que, nesse caso, foram procedentes do Curauá da Amazônia (Ananas erectifolius). A composição final estudada resultou em 75% de agregado graúdo, 15% de agregado miúdo, 10% de fíler, 0,3% do resíduo da fibra do Curauá, e os teores de CAP iguais a 6.50% e 6.88% para as formulações SMA-Brita (referência) e SMA-RCD (alternativas), respectivamente. Os resultados mostraram que a Resistência à Tração para os compósitos com RCD obtiveram maiores valores. Específico ao MR, na temperatura de 25°C, verificou-se para o conjunto das composições e, em todos os níveis de carregamentos, valores com ínfimas variações. Todavia, na temperatura de 40°C, o citado parâmetro mostrou decréscimos nas duas formulações pesquisadas. No geral, em todos os níveis examinados, observou-se maiores valores para o MR da mistura alternativa (SMA-RCD). Destacam-se os resultados mais elevados desse parâmetro quando comparam-se as composições com o resíduo da fibra de Curauá e as formulações citadas na literatura, tendo a presença de outros tipos de fibras. A respeito do aumento da temperatura, comprovou-se decréscimos dos resultados para ambos os parâmetros mecânicos (RT e MR), mas com menores perdas para a composição SMA-RCD.Research, Society and Development2020-07-11info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/522710.33448/rsd-v9i8.5227Research, Society and Development; Vol. 9 No. 8; e410985227Research, Society and Development; Vol. 9 Núm. 8; e410985227Research, Society and Development; v. 9 n. 8; e4109852272525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIenghttps://rsdjournal.org/index.php/rsd/article/view/5227/4985Copyright (c) 2020 Patrícia de Magalhães Aragão Valença, Anne Karollynne Castro Monteiro, Cláudia Ávila Barbosa, Carlos Eduardo Neves de Castro, Consuelo Alves da Frotainfo:eu-repo/semantics/openAccessValença, Patrícia de Magalhães AragãoMonteiro, Anne Karollynne CastroBarbosa, Cláudia ÁvilaCastro, Carlos Eduardo Neves deFrota, Consuelo Alves da2020-08-20T18:00:17Zoai:ojs.pkp.sfu.ca:article/5227Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:28:48.638782Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) Stone Matrix Asphalt (SMA) con Residuos de Construcción y Fibra Curauá (Ananas erectifolius) Stone Matrix Asphalt (SMA) com Resíduos da Construção Civil e da Fibra do Curauá (Ananas erectifolius) |
title |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) |
spellingShingle |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) Valença, Patrícia de Magalhães Aragão Stone Matrix Asphalt. Residuos de construcción y demolición Fibra del curauá Resistencia a la tracción Módulo de resiliencia. Stone matrix asphalt Construction and demolition waste Curauá fiber Tensile strength Resilient modulus. Stone matrix asphalt Resíduo de construção e demolição Fibra do curauá Resistência a Tração Módulo de Resiliência. |
title_short |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) |
title_full |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) |
title_fullStr |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) |
title_full_unstemmed |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) |
title_sort |
Stone Matrix Asphalt (SMA) with Construction Waste and Curauá Fiber (Ananas erectifolius) |
author |
Valença, Patrícia de Magalhães Aragão |
author_facet |
Valença, Patrícia de Magalhães Aragão Monteiro, Anne Karollynne Castro Barbosa, Cláudia Ávila Castro, Carlos Eduardo Neves de Frota, Consuelo Alves da |
author_role |
author |
author2 |
Monteiro, Anne Karollynne Castro Barbosa, Cláudia Ávila Castro, Carlos Eduardo Neves de Frota, Consuelo Alves da |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Valença, Patrícia de Magalhães Aragão Monteiro, Anne Karollynne Castro Barbosa, Cláudia Ávila Castro, Carlos Eduardo Neves de Frota, Consuelo Alves da |
dc.subject.por.fl_str_mv |
Stone Matrix Asphalt. Residuos de construcción y demolición Fibra del curauá Resistencia a la tracción Módulo de resiliencia. Stone matrix asphalt Construction and demolition waste Curauá fiber Tensile strength Resilient modulus. Stone matrix asphalt Resíduo de construção e demolição Fibra do curauá Resistência a Tração Módulo de Resiliência. |
topic |
Stone Matrix Asphalt. Residuos de construcción y demolición Fibra del curauá Resistencia a la tracción Módulo de resiliencia. Stone matrix asphalt Construction and demolition waste Curauá fiber Tensile strength Resilient modulus. Stone matrix asphalt Resíduo de construção e demolição Fibra do curauá Resistência a Tração Módulo de Resiliência. |
description |
The SMA mixtures are characterized by a high void ratio, which favors binder draindown. In order to avoid this effect, fibers are added to the mixture, which in this case came from Curauá da Amazônia (Ananas erectifolius). The final composition studied resulted in 75% coarse aggregate, 15% fine aggregate, 10% filler, 0.3% of the Curauá fiber residue, and CAP contents equal to 6.50% and 6.88% for the formulations with SMA-Crushed Stone (reference) and SMA-construction and demolition waste (alternative), respectively. The results showed for the Tensile Strength that the composites with CDW reached higher results. The Resilient Modulus values presented small variations for the set of compositions in all loading levels at a temperature of 25°C. However, at a temperature of 40°C, the aforementioned parameter presented decreases in both researched formulations. In general, at all levels examined, higher results were observed for the alternative mixture (SMA-CDW). It is noteworthy the highest results of this parameter when comparing the compositions with the Curauá fiber residue and the formulations mentioned in the literature, with the presence of other types of fibers. Regarding the increase in temperature, there was a decrease in results for both mechanical parameters (TS, DM), but with lower losses for the SMA-RCD composition. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-07-11 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/5227 10.33448/rsd-v9i8.5227 |
url |
https://rsdjournal.org/index.php/rsd/article/view/5227 |
identifier_str_mv |
10.33448/rsd-v9i8.5227 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/5227/4985 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 9 No. 8; e410985227 Research, Society and Development; Vol. 9 Núm. 8; e410985227 Research, Society and Development; v. 9 n. 8; e410985227 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
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1797052737002668032 |