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Mechanical Performance of Mortars with Partial Replacement of Cement by Aluminum Dross: Inactivation and Particle Size

Daniel Parra-Molina, Manuel Alejandro Rojas-Manzano, Adriana Gómez-Gómez, Mario Fernando Muñoz-Vélez and Aníbal Maury-Ramírez ()
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Daniel Parra-Molina: Department of Civil and Industrial Engineering, Faculty of Engineering and Sciences, Pontificia Universidad Javeriana Cali, Calle 18# 118–250, Santiago de Cali 760031, Colombia
Manuel Alejandro Rojas-Manzano: Department of Civil and Industrial Engineering, Faculty of Engineering and Sciences, Pontificia Universidad Javeriana Cali, Calle 18# 118–250, Santiago de Cali 760031, Colombia
Adriana Gómez-Gómez: Department of Civil and Industrial Engineering, Faculty of Engineering and Sciences, Pontificia Universidad Javeriana Cali, Calle 18# 118–250, Santiago de Cali 760031, Colombia
Mario Fernando Muñoz-Vélez: Department of Civil and Industrial Engineering, Faculty of Engineering and Sciences, Pontificia Universidad Javeriana Cali, Calle 18# 118–250, Santiago de Cali 760031, Colombia
Aníbal Maury-Ramírez: Department of Civil and Industrial Engineering, Faculty of Engineering and Sciences, Pontificia Universidad Javeriana Cali, Calle 18# 118–250, Santiago de Cali 760031, Colombia

Sustainability, 2023, vol. 15, issue 19, 1-16

Abstract: Although the use of primary aluminum dross as cement replacement has shown promising results in mortars and concretes, there is a knowledge gap between the effect of the secondary dross inactivation process and particle sizes on the mechanical properties and consistency. So, by using X-ray diffraction, laser granulometry, and scanning electron microscopy, this article describes first the inactivation process applied to a secondary aluminum dross. Second, this manuscript presents the fresh and hardened properties of mortar mixes containing 5, 10, and 20% inactivated secondary aluminum dross with three different particle sizes (i.e., fine, intermediate, and coarse). Mortar flow test results indicate that compressive and flexural strengths of mixes containing up to 20% fine and intermediate aluminum dross as cement replacement were satisfactory, respectively. These results have the potential to reduce the environmental and health impacts caused by cement production and secondary aluminum dross disposal, respectively. Moreover, the durability aspects of the mortar mixes, as well as the effectivity of the investigated inactivation process, are identified as future research topics.

Keywords: aluminum dross; eco-mortar; dross inactivation; dross particle size; mechanical properties; industrial symbiosis; circular economy; sustainable building materials; sustainable construction (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2023
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