Viability of Asphalt Mixtures with Iron Ore Tailings as a Partial Substitute for Fine Aggregate
Dark colors aggravate the absorption and accumulation of heat in urban centers in the layers of asphalt coating. These problems can be minimized by incorporating materials that increase the albedo on these pavements. The use of waste in the industry has been encouraged, and an alternative is iron or...
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Published in: | Transportation research record Vol. 2678; no. 2; pp. 770 - 794 |
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01-02-2024
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Abstract | Dark colors aggravate the absorption and accumulation of heat in urban centers in the layers of asphalt coating. These problems can be minimized by incorporating materials that increase the albedo on these pavements. The use of waste in the industry has been encouraged, and an alternative is iron ore tailing (IoT), whose material comes from processing iron ore. The circular economy encourages a change in waste disposal after project decommissioning, encouraging the transformation, reuse, and recycling of waste. Therefore, this research investigated the influence of percentages of IoT in the contents (7.5%, 10.0%, and 12.5%) as a substitute for fine natural aggregate on hot asphalt mixtures’ mechanical and thermal performance. The statistical variance test (ANOVA) was used to validate the obtained data. An economic analysis concerning the costs of production and recovery of asphalt mixtures was carried out using the Present Net Value. Asphalt mixtures with IoT were evaluated with regard to the environmental aspect using the circularity index. Among the asphalt mixtures analyzed, the one produced with 12.5% was the most viable. The results showed a gain in mechanical performance concerning tensile strength, resilient modulus, fatigue, and permanent deformation of this mixture, as well as a reduction in production costs per kilometer of highway. The use of 12.5% provided a greater circularity and a reduction of the surface temperature of the pavement by 2.9°C. IoT is viable in constructing highways close to places that produce iron ore. |
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AbstractList | Dark colors aggravate the absorption and accumulation of heat in urban centers in the layers of asphalt coating. These problems can be minimized by incorporating materials that increase the albedo on these pavements. The use of waste in the industry has been encouraged, and an alternative is iron ore tailing (IoT), whose material comes from processing iron ore. The circular economy encourages a change in waste disposal after project decommissioning, encouraging the transformation, reuse, and recycling of waste. Therefore, this research investigated the influence of percentages of IoT in the contents (7.5%, 10.0%, and 12.5%) as a substitute for fine natural aggregate on hot asphalt mixtures’ mechanical and thermal performance. The statistical variance test (ANOVA) was used to validate the obtained data. An economic analysis concerning the costs of production and recovery of asphalt mixtures was carried out using the Present Net Value. Asphalt mixtures with IoT were evaluated with regard to the environmental aspect using the circularity index. Among the asphalt mixtures analyzed, the one produced with 12.5% was the most viable. The results showed a gain in mechanical performance concerning tensile strength, resilient modulus, fatigue, and permanent deformation of this mixture, as well as a reduction in production costs per kilometer of highway. The use of 12.5% provided a greater circularity and a reduction of the surface temperature of the pavement by 2.9°C. IoT is viable in constructing highways close to places that produce iron ore. |
Author | Lucena, Luciana de Figueiredo Lopes Nascimento, Mariana Silva Neto, Osires de Medeiros Melo de Moraes, Thalita Maria Ramos Porto Lucena, Adriano Elísio de Figueiredo Lopes |
Author_xml | – sequence: 1 givenname: Thalita Maria Ramos Porto surname: de Moraes fullname: de Moraes, Thalita Maria Ramos Porto – sequence: 2 givenname: Osires de Medeiros Melo surname: Neto fullname: Neto, Osires de Medeiros Melo – sequence: 3 givenname: Adriano Elísio de Figueiredo Lopes orcidid: 0000-0002-5348-1683 surname: Lucena fullname: Lucena, Adriano Elísio de Figueiredo Lopes – sequence: 4 givenname: Luciana de Figueiredo Lopes orcidid: 0000-0003-1258-9345 surname: Lucena fullname: Lucena, Luciana de Figueiredo Lopes – sequence: 5 givenname: Mariana Silva surname: Nascimento fullname: Nascimento, Mariana Silva |
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Cites_doi | 10.11606/D.18.2005.tde-04102005-084310 10.1016/j.conbuildmat.2022.128728 10.11113/jt.v78.8239 10.1061/(ASCE)MT.1943-5533.0001967 10.1590/s1517-707620210003.13020 10.1080/10916466.2021.2007124 10.1016/j.conbuildmat.2021.124212 10.1016/j.conbuildmat.2019.02.052 10.1007/s12649-022-01951-2 10.1177/03611981221125716 10.1016/j.wasman.2018.06.009 10.1080/14488353.2022.2089376 10.1016/j.conbuildmat.2017.11.098 10.1061/(ASCE)MT.1943-5533.0004034 10.1016/j.trd.2014.10.001 10.1016/j.conbuildmat.2022.128072 10.1016/j.conbuildmat.2019.117381 10.1016/j.buildenv.2012.11.004 10.1016/j.conbuildmat.2021.125201 10.1016/j.conbuildmat.2020.118605 10.1016/j.conbuildmat.2022.128753 10.1016/j.trd.2017.02.018 10.1016/j.conbuildmat.2016.03.139 10.1016/j.cscm.2022.e01709 10.17271/19843240132920202453 10.1016/j.jallcom.2015.05.089 10.14295/transportes.v28i1.1964 10.1016/j.enbuild.2014.09.076 10.3390/su12020594 10.1016/j.conbuildmat.2009.04.003 10.1016/j.scs.2019.101972 10.1016/j.jmrt.2022.03.070 10.1016/j.conbuildmat.2020.121020 10.1016/j.conbuildmat.2022.128520 10.1016/j.jclepro.2022.134126 10.1016/j.buildenv.2010.06.014 |
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References | de N. Duarte, Rodrigues, Mendonça, Neto, Costa, de Lima 2023; 2677 Mendonça, Neto, Rodrigues, Dantas, Silva, Costa, Lima 2022; Vol. 13 Melo Neto, Mendonça, Rodrigues, de Lima, Silvani, Silva 2022; Vol. 13 Ferrante F. (bibr27-03611981231176289) 2014 DNIT (National Department of Transport Infrastructure) (bibr59-03611981231176289) 2019 DNIT (National Department of Transport Infrastructure) (bibr50-03611981231176289) 2006 bibr3-03611981231176289 bibr22-03611981231176289 bibr39-03611981231176289 bibr13-03611981231176289 bibr19-03611981231176289 DNIT (National Department of Transport Infrastructure) (bibr54-03611981231176289) 2018 bibr26-03611981231176289 ASTM (American Society for Testing and Materials) (bibr49-03611981231176289) 2020 de Medina J. (bibr62-03611981231176289) 2015 bibr5-03611981231176289 DNIT (National Department of Transport Infrastructure) (bibr53-03611981231176289) 2018 Mendonça A. M. G. D. (bibr42-03611981231176289) 2022; 13 bibr43-03611981231176289 bibr23-03611981231176289 bibr25-03611981231176289 bibr15-03611981231176289 bibr35-03611981231176289 DNIT (National Department of Transport Infrastructure) (bibr56-03611981231176289) 2018 Mocelin D. M. (bibr58-03611981231176289) 2018 ASTM (American Society for Testing and Materials) (bibr46-03611981231176289) 2020 bibr14-03611981231176289 bibr4-03611981231176289 bibr37-03611981231176289 Kato R. B. (bibr63-03611981231176289) 2016 Carmignano O. R. D. R. (bibr32-03611981231176289) 2021 ASTM (American Society for Testing and Materials) (bibr48-03611981231176289) 2021 ASTM (American Society for Testing and Materials) (bibr45-03611981231176289) 2020 Netto Q. M. P. (bibr65-03611981231176289) 2018 bibr29-03611981231176289 ASTM (American Society for Testing and Materials) (bibr34-03611981231176289) 2020 de Arêdes M. L. A. (bibr21-03611981231176289) 2016 ASTM (American Society for Testing and Materials) (bibr47-03611981231176289) 2015 ASTM (American Society for Testing and Materials) (bibr51-03611981231176289) 2015 bibr12-03611981231176289 bibr6-03611981231176289 bibr36-03611981231176289 bibr16-03611981231176289 ASTM (American Society for Testing and Materials) (bibr33-03611981231176289) 2016 Melo Neto O. de M. (bibr40-03611981231176289) 2022; 13 bibr30-03611981231176289 bibr66-03611981231176289 bibr2-03611981231176289 DNIT (National Department of Transport Infrastructure) (bibr57-03611981231176289) 2018 bibr60-03611981231176289 bibr10-03611981231176289 AASHTO (American Association of State Highway and Transportation Officials) (bibr64-03611981231176289) 2021 DNIT (National Department of Transport Infrastructure) (bibr55-03611981231176289) 1999 Del Carpio J. A. V. (bibr9-03611981231176289) 2014 bibr20-03611981231176289 bibr8-03611981231176289 bibr18-03611981231176289 bibr28-03611981231176289 bibr38-03611981231176289 DNIT (National Department of Transport Infrastructure) (bibr52-03611981231176289) 2018 AASHTO (American Association of State Highway and Transportation Officials) (bibr44-03611981231176289) 2021 bibr67-03611981231176289 bibr17-03611981231176289 Ellen MacArthur Foundation (bibr61-03611981231176289) 2013 bibr1-03611981231176289 bibr7-03611981231176289 da Silva R. G. O. (bibr24-03611981231176289) 2017 bibr11-03611981231176289 bibr41-03611981231176289 bibr31-03611981231176289 |
References_xml | – volume: Vol. 13 start-page: 1 issue: 2 year: 2022 end-page: 10 article-title: Physical-Rheological Analysis of Asphalt Binders Modified with Refined Cottonseed Oil for Use in Warm Asphalt Mixtures publication-title: Revista Cubana de Ingeniería contributor: fullname: Lima – volume: 2677 start-page: 1567 year: 2023 end-page: 1578 article-title: Rheological Properties of Asphalt Binder Modified with Reactive/Non-Reactive Polymer and Polyphosphoric Acid publication-title: Transportation Research Record: Journal of the Transportation Research Board contributor: fullname: de Lima – volume: Vol. 13 issue: 1 year: 2022 article-title: Rheological Study of Asphalt Binder Modified by Cotton and Copaiba Oils publication-title: Revista Cubana De Ingeniería contributor: fullname: Silva – volume-title: 383: Wear Due to Abrasion of Bituminous Mixtures with Asphalt Polymer - Cantabro Assay year: 1999 ident: bibr55-03611981231176289 contributor: fullname: DNIT (National Department of Transport Infrastructure) – ident: bibr66-03611981231176289 doi: 10.11606/D.18.2005.tde-04102005-084310 – ident: bibr35-03611981231176289 doi: 10.1016/j.conbuildmat.2022.128728 – volume-title: D5/D5M: Standard Test Method for Penetration of Bituminous Materials year: 2020 ident: bibr45-03611981231176289 contributor: fullname: ASTM (American Society for Testing and Materials) – volume-title: C131: Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine year: 2020 ident: bibr34-03611981231176289 contributor: fullname: ASTM (American Society for Testing and Materials) – volume-title: T283: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage year: 2021 ident: bibr64-03611981231176289 contributor: fullname: AASHTO (American Association of State Highway and Transportation Officials) – volume-title: D36: Standard Test Method for Softening Point of Bitumen (Ring-And-Ball Apparatus) year: 2020 ident: bibr46-03611981231176289 contributor: fullname: ASTM (American Society for Testing and Materials) – ident: bibr31-03611981231176289 – ident: bibr67-03611981231176289 doi: 10.11113/jt.v78.8239 – ident: bibr7-03611981231176289 doi: 10.1061/(ASCE)MT.1943-5533.0001967 – ident: bibr11-03611981231176289 doi: 10.1590/s1517-707620210003.13020 – volume-title: Analysis of the Mechanical Behavior of Asphalt Mixtures Using Mining Waste as an Alternative Aggregate year: 2018 ident: bibr65-03611981231176289 contributor: fullname: Netto Q. 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L. A. – ident: bibr20-03611981231176289 doi: 10.1016/j.conbuildmat.2022.128072 – volume-title: Use of Mixed Metal Oxide Pigments in the Pavement for Urban Heat Island Mitigation year: 2014 ident: bibr9-03611981231176289 contributor: fullname: Del Carpio J. A. 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M. – ident: bibr37-03611981231176289 doi: 10.1016/j.conbuildmat.2021.125201 – ident: bibr13-03611981231176289 doi: 10.1016/j.conbuildmat.2020.118605 – ident: bibr8-03611981231176289 doi: 10.1016/j.conbuildmat.2022.128753 – ident: bibr26-03611981231176289 doi: 10.1016/j.trd.2017.02.018 – volume-title: Innovation in the Iron Mining Sector in Minas Gerais with a Focus on Tailings Disposal year: 2021 ident: bibr32-03611981231176289 contributor: fullname: Carmignano O. R. D. 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