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Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate

Materials play a fundamental role in any branch of civil engineering. From ancient times to the present day, society has required enormous amounts of construction materials, which implies an excessive exploitation of the natural environment. The present research work consisted in the design and deve...

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Autores principales: Espino-Gonzalez, Carlos U., Martinez-Molina, Wilfrido, Alonso-Guzman, Elia M., Chavez-Garcia, Hugo L., Arreola-Sanchez, Mauricio, Sanchez-Calvillo, Adria, Navarrete-Seras, Marco A., Borrego-Perez, Jorge A., Mendoza-Sanchez, Juan F.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8347187/
https://www.ncbi.nlm.nih.gov/pubmed/34361389
http://dx.doi.org/10.3390/ma14154196
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author Espino-Gonzalez, Carlos U.
Martinez-Molina, Wilfrido
Alonso-Guzman, Elia M.
Chavez-Garcia, Hugo L.
Arreola-Sanchez, Mauricio
Sanchez-Calvillo, Adria
Navarrete-Seras, Marco A.
Borrego-Perez, Jorge A.
Mendoza-Sanchez, Juan F.
author_facet Espino-Gonzalez, Carlos U.
Martinez-Molina, Wilfrido
Alonso-Guzman, Elia M.
Chavez-Garcia, Hugo L.
Arreola-Sanchez, Mauricio
Sanchez-Calvillo, Adria
Navarrete-Seras, Marco A.
Borrego-Perez, Jorge A.
Mendoza-Sanchez, Juan F.
author_sort Espino-Gonzalez, Carlos U.
collection PubMed
description Materials play a fundamental role in any branch of civil engineering. From ancient times to the present day, society has required enormous amounts of construction materials, which implies an excessive exploitation of the natural environment. The present research work consisted in the design and development of asphalt mixes with a partial substitution of the natural aggregate (NA) by means of recycled concrete aggregate (RCA). The mix was designed with the Marshall methodology, considering the next percentages of substitution and addition by mass: 90% NA and 10% RCA; 80% NA and 20% RCA; 70% NA and 30% RCA. The mixtures were elaborated and analysed under the international standards and the Mexican regulation of the Communications and Transport Ministry, to determine the best option regarding their performance. The materials were characterized according to the current regulations and later employed in the mixes design. A total of 38 specimens were elaborated for each mixture, determining the optimum asphalt content; after that, mechanical tests were performed to analyse and determine the best results. In the aftermath of the examination of all mixtures, we concluded that the 70%AN/30%RCA is the best alternative option according to its performance and numeric results, complying with the cited regulations, and allowing a lower content of asphalt during the process.
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spelling pubmed-83471872021-08-08 Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate Espino-Gonzalez, Carlos U. Martinez-Molina, Wilfrido Alonso-Guzman, Elia M. Chavez-Garcia, Hugo L. Arreola-Sanchez, Mauricio Sanchez-Calvillo, Adria Navarrete-Seras, Marco A. Borrego-Perez, Jorge A. Mendoza-Sanchez, Juan F. Materials (Basel) Article Materials play a fundamental role in any branch of civil engineering. From ancient times to the present day, society has required enormous amounts of construction materials, which implies an excessive exploitation of the natural environment. The present research work consisted in the design and development of asphalt mixes with a partial substitution of the natural aggregate (NA) by means of recycled concrete aggregate (RCA). The mix was designed with the Marshall methodology, considering the next percentages of substitution and addition by mass: 90% NA and 10% RCA; 80% NA and 20% RCA; 70% NA and 30% RCA. The mixtures were elaborated and analysed under the international standards and the Mexican regulation of the Communications and Transport Ministry, to determine the best option regarding their performance. The materials were characterized according to the current regulations and later employed in the mixes design. A total of 38 specimens were elaborated for each mixture, determining the optimum asphalt content; after that, mechanical tests were performed to analyse and determine the best results. In the aftermath of the examination of all mixtures, we concluded that the 70%AN/30%RCA is the best alternative option according to its performance and numeric results, complying with the cited regulations, and allowing a lower content of asphalt during the process. MDPI 2021-07-27 /pmc/articles/PMC8347187/ /pubmed/34361389 http://dx.doi.org/10.3390/ma14154196 Text en © 2021 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Espino-Gonzalez, Carlos U.
Martinez-Molina, Wilfrido
Alonso-Guzman, Elia M.
Chavez-Garcia, Hugo L.
Arreola-Sanchez, Mauricio
Sanchez-Calvillo, Adria
Navarrete-Seras, Marco A.
Borrego-Perez, Jorge A.
Mendoza-Sanchez, Juan F.
Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate
title Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate
title_full Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate
title_fullStr Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate
title_full_unstemmed Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate
title_short Asphalt Mixes Processed with Recycled Concrete Aggregate (RCA) as Partial Replacement of the Natural Aggregate
title_sort asphalt mixes processed with recycled concrete aggregate (rca) as partial replacement of the natural aggregate
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8347187/
https://www.ncbi.nlm.nih.gov/pubmed/34361389
http://dx.doi.org/10.3390/ma14154196
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