Technical Papers
Dec 20, 2021

Influence of the Content of Alkalis (Na2O and K2O), MgO, and SO3 Present in the Granite Rock Fine in the Production of Portland Clinker

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 3

Abstract

This work analyzed the technical viability of the use of granite rock fines (GRF) for the manufacture of portland cement. The simultaneous influence of the contents of MgO, SO3, and alkalis (Na2O and K2O) present in the GRF in the formation of the mineralogical phases of the portland clinker was evaluated. Laboratory clinkers with replacement of clay by GRF at contents of 50% and 100% were characterized by X-ray diffraction and used to produce portland cement. Then, the physical–mechanical properties of this cement were evaluated. The addition of GRF replacing 25% and 50% clay increased the content of alite (C3S) in the clinkers and stabilized the C3SM3 and C3A orthorhombic polymorphs due to the presence of MgO and Na2O in their composition. Cements made with replacement contents of 50% and 100% of clay by GRF showed higher compressive strength than reference cement.

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Data Availability Statement

All data, models, and codes generated or used in the study appear in the published paper.

Acknowledgments

The authors would like to thank Carina Soares, a technician from the Federal Institute of Bahia (IFBA), for the postdoctoral fellow of the Graduate Program in Chemical Engineering (PPEQ) of the Federal University of Bahia (UFBA) Sirlene Lima, to the Fundação de Amparo a Pesquisa from the State of Bahia (FAPESB) for the scientific initiation scholarship granted to the undergraduate student André Gomes, to the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) for the doctoral scholarship granted to the student Tiago Assunção during the research period.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 3March 2022

History

Received: May 16, 2021
Accepted: Sep 16, 2021
Published online: Dec 20, 2021
Published in print: Mar 1, 2022
Discussion open until: May 20, 2022

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Tiago A. Santos [email protected]
Ph.D. Student in Post-Graduate Program in Energy and Environment (PGEnAm), Dept. of Materials Science and Technology, Federal Univ. of Bahia, Av. Adhemar de Barros, s/n°–Ondina, Salvador/BA 40170-110, Brazil (corresponding author). Email: [email protected]
José S. Andrade Neto [email protected]
Ph.D. Student in Post-Graduate Program in Civil Engineering: Construction and Infrastructure (PPGCI), Oriented Nucleus for Building Innovation (NORIE), Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha 99, Centro Histórico, Porto Alegre/RS 90035-190, Brazil. Email: [email protected]
Professor, Departamento de Ciência e Tecnologia dos Materiais, Universidade Federal da Bahia, Rua Aristides Novis, 02, Federação, Salvador/BA 40210-630, Brazil. ORCID: https://orcid.org/0000-0001-7984-6620. Email: [email protected]
Professor, Departamento de Ciência e Tecnologia dos Materiais, Universidade Federal da Bahia, Rua Aristides Novis, 02, Federação, Salvador/BA 40210-630, Brazil. ORCID: https://orcid.org/0000-0003-3328-1489. Email: [email protected]

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