Technical Papers
Oct 25, 2019

Extraction of Tricalcium Aluminate for Research Applications by Selective Dissolution of Portland Cement Clinker

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 1

Abstract

Tricalcium aluminate (C3A) is the most reactive phase in portland cement clinker. In the study of the C3A hydration process, the use of synthetic samples is often preferred over clinker-sourced samples due to the absence of traces of other elements in synthetic C3A. However, the reproduction of results from synthetic samples using clinker-sourced C3A samples is challenging due to the difficulty of complete extraction of aluminate phases from clinkers without damaging their structure. Salicylic and maleic acid/methanol solutions were used in the past to isolate C3A, but complete extraction has not been observed. Thus, it was necessary to modify the selective dissolution (SD) method. Possible processes were tested with white and ordinary portland clinkers. A modified process with maleic acid/methanol solution was developed and the samples were analyzed by X-ray diffraction (XRD), thermogravimetric analysis (TGA), and Raman spectroscopy, compared with synthetic C3A samples. The modified selective dissolution process with maleic acid/methanol solution proposed in this work was effective in achieving complete isolation of aluminate-based phases, and can be used for further studies of the hydration process of clinker-sourced C3A samples to improve the understanding and quality of portland cement clinkers.

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Acknowledgments

The participation of J.L. Provis was sponsored by the CNPq (Brazilian National Council for Scientific and Technological Development) PVE Grant No. 407319/2013-1, L.S. Girotto by SWE Grant No. 234321/2014-8 and GM/GD Grant No. 141848/2015-4, E.D.Rodríguez by CNPq PQ Grant No. 303753/2017-0. A.P. Kirchheim acknowledged the financial support by CNPQ PQ Grant No. 305530/2017-8. The authors also acknowledge the Laboratory of Ceramics (LACER) and Building Innovation Research Unit (NORIE) at Federal University of Rio Grande do Sul (UFRGS) and the Department of Materials Science and Engineering at the University of Sheffield. Prof. Paulo Monteiro (University of California, Berkeley) is also acknowledged for his kind support providing the synthetic C3A used in this study.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 1January 2020

History

Received: Oct 17, 2018
Accepted: Jun 14, 2019
Published online: Oct 25, 2019
Published in print: Jan 1, 2020
Discussion open until: Mar 25, 2020

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Authors

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Lucas Girotto, Dr.Eng. [email protected]
Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre, CEP 90035-190, Brazil. Email: [email protected]
John L. Provis [email protected]
Professor, Dept. of Materials Science and Engineering, Univ. of Sheffield, Sir Robert Hadfield Bldg., Sheffield S1 3JD, UK. Email: [email protected]
Assistant Professor, Dept. of Structures and Civil Construction, Federal Univ. of Santa Maria, Santa Maria, CEP 97105-900, Brazil (corresponding author). ORCID: https://orcid.org/0000-0003-1914-4541. Email: [email protected]
Ana Paula Kirchheim, Dr.Eng. [email protected]
Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre, CEP 90035-190, Brazil. Email: [email protected]

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