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<dc:title>Using recycled aggregate concrete at a precast-concrete plant: A multi-criteria company-oriented feasibility study</dc:title>
<dc:creator>Revilla Cuesta, Víctor</dc:creator>
<dc:creator>Fiol Olivan, Francisco</dc:creator>
<dc:creator>Perumal, Priyadharshini</dc:creator>
<dc:creator>Ortega López, Vanesa</dc:creator>
<dc:creator>Manso Villalaín, Juan Manuel</dc:creator>
<dc:subject>Recycled aggregate</dc:subject>
<dc:subject>Self-compacting concrete</dc:subject>
<dc:subject>Industrial-scale mixes</dc:subject>
<dc:subject>Precast-concrete company</dc:subject>
<dc:subject>Multi-criteria analysis</dc:subject>
<dc:subject>Company-oriented approach</dc:subject>
<dc:subject>Ingeniería civil</dc:subject>
<dc:subject>Materiales de construcción</dc:subject>
<dc:subject>Civil engineering</dc:subject>
<dc:subject>Building materials</dc:subject>
<dc:description>Numerous test results at laboratory scale confirm the utility of Recycled Aggregate (RA) for the development of&#xd;
concrete that demonstrates durability and adequate in-fresh and mechanical behavior. However, feasibility&#xd;
evaluations of the use of RA in real industrial applications are necessary, before any large-scale industrial&#xd;
application of these products can begin. In this research, the feasibility of producing precast-concrete components containing large amounts of coarse RA at a precast-concrete plant is analyzed. Two Self-Compacting&#xd;
Concretes (SCC) were produced incorporating 0% and 100% coarse RA, respectively, at both laboratory scale&#xd;
(0.08 m3&#xd;
) and industrial scale (2 m3&#xd;
). Work took place at the industrial-scale facilities of a precast-concrete&#xd;
company that was collaborating in this study. Flowability and mechanical behavior were maintained as concrete production volumes increased, and concrete strength even increased after adding coarse RA, due to a&#xd;
careful mix design. However, the durability performance worsened by around 20% when produced at industrial&#xd;
scale, being this worsening higher whether coarse RA was used. A Multi-Criteria Decision-Making (MCDM)&#xd;
analysis, in which the criteria of the precast-concrete company defined the relative importance of each concrete&#xd;
property, showed the feasibility of manufacturing precast-SCC components containing coarse RA for interior&#xd;
usage, whose fundamental requirement is adequate mechanical strength. The results of the MCDM analysis also&#xd;
underlined the lower cost of coarse RA, making its use in SCC components cast with large concrete volumes&#xd;
advisable. Overall, the addition of coarse RA in the precast-concrete industry is recommended in the interests of a&#xd;
greener construction sector.</dc:description>
<dc:description>The authors wish to express their gratitude for funding this research work to the Spanish Ministry of Universities, MICINN, AEI, EU, ERDF and NextGenerationEU/PRTR [PID2020-113837RB-I00; 10.13039/ 501100011033; TED2021-129715B-I00; FPU17/03374]; the Junta de Castilla y Leon ´ (Regional Government) and ERDF [UIC-231]; and the University of Burgos [SUCONS, Y135.GI]. In addition, Priyadharshini Perumal acknowledges the financial support received from the project DeConcrete [grant # KO 4068: Eco-efficient Arctic technologies cooperation] funded by the Kolarctic CBC initiative of the European Union. Finally, the support and assistance of ARTEPREF S.A. for the development of this study is also highly appreciated.</dc:description>
<dc:date>2023-02-08T12:43:08Z</dc:date>
<dc:date>2023-02-08T12:43:08Z</dc:date>
<dc:date>2022-11</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>0959-6526</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/7433</dc:identifier>
<dc:identifier>10.1016/j.jclepro.2022.133873</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Journal of Cleaner Production. 2022, V. 373, 133873</dc:relation>
<dc:relation>https://doi.org/10.1016/j.jclepro.2022.133873</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-113837RB-I00/ES/ESTUDIO A ESCALA REAL DE HORMIGONES SOSTENIBLES, HIDRAULICOS Y BITUMINOSOS, DE ALTAS PRESTACIONES, FABRICADOS CON RESIDUOS SIDERURGICOS Y DE CONSTRUCCION/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica, Técnica y de Innovación 2021-2023/TED2021-129715B-I00/ES/Reciclaje de palas y cimentaciones de aerogeneradores en hormigón para nuevos parques eólicos de alta potencia/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/MICIU/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/FPU17%2F03374/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/UBU//Y135.GI/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/EC/Kolarctic CBC/KO4068/EU/DeConcrete: Eco-efficient Arctic Technologies Cooperation/DeConcrete/</dc:relation>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Elsevier</dc:publisher>
<europeana:object>https://riubu.ubu.es/bitstream/10259/7433/4/Revilla-jcp_2022.pdf.jpg</europeana:object>
<europeana:provider>Hispana</europeana:provider>
<europeana:type>TEXT</europeana:type>
<europeana:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</europeana:rights>
<europeana:dataProvider>RIUBU. Repositorio Institucional de la Universidad de Burgos</europeana:dataProvider>
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