Resistance to the alkali-aggregate reaction of sustainable mortars produced with scheelite tailings in replacing natural sand aggregates

Authors

DOI:

https://doi.org/10.33448/rsd-v10i14.22209

Keywords:

Scheelite tailings; alternative aggregate; Alternative aggregate; Coating mortar; coating mortar; Alkali-aggregate reaction.; alkali-aggregate reaction

Abstract

This work produced coating mortars with scheelite tailings (ST) in total replacement of natural sand aggregate. The chemical and mineralogical composition of the scheelite tailings was determined by X-ray diffraction (XRD) and X-ray fluorescence (XRF). Mortar samples with a mass proportion of 1:2:9 (cement: lime: sand/scheelite tailings) were prepared with and without the scheelite tailings. The mortars were evaluated by mercury intrusion porosimetry and compressive and flexural strength tests. The resistance to the alkali-aggregate reaction was assessed from the bar expansion test and by scanning electron microscopy (SEM) in the crack and pore regions. The results indicate that until the 22nd day, the scheelite tailings were not reactive; however, in 28 days, the expansion was deleterious. SEM images did not detect the presence of amorphous alkaline gel characteristic of the alkali-aggregate reaction. Therefore, although the mortar with scheelite tailings aggregate has shown the deleterious potential to 28 days, mechanical tests indicate that it has the potential to be used as a coating mortar.  

Author Biographies

Brunna Lima de Almeida Victor Medeiros, Instituto Federal de Educação, Ciência e Tecnologia da Paraíba

Graduate Program in Materials Science and Engineering (PPG-CEMat), Federal University of Campina Grande, Av. Aprígio Veloso - 882, Bodocongó, 58 429 - 900, Campina Grande, PB, Brazil.

Jucielle Veras Fernandes, Universidade Federal de Campina Grande

Graduate Program in Materials Science and Engineering (PPG-CEMat), Federal University of Campina Grande, Av. Aprígio Veloso - 882, Bodocongó, 58 429 - 900, Campina Grande, PB, Brazil.

Fabiana Pereira da Costa, Universidade Federal de Campina Grande

Graduate Program in Materials Science and Engineering (PPG-CEMat), Federal University of Campina Grande, Av. Aprígio Veloso - 882, Bodocongó, 58 429 - 900, Campina Grande, PB, Brazil.

Sâmea Valensca Alves Barros, Universidade Federal Rural do Semi-Árido

Engineering Department, Federal Rural University of Semi-Arid , Rua Gamaliel Martins Bezerra, Alto da Alegria, 59515-000, Angicos - RN, Brazil.

Alisson Mendes Rodrigues, Universidade Federal de Campina Grande

Laboratory of Materials Technology (LTM), Department of Materials Engineering, Federal University of Campina Grande, Av. Aprígio Veloso - 882, Bodocongó, 58 429 - 900, Campina Grande, PB, Brazil.

Gelmires de Araújo Neves, Universidade Federal de Campina Grande

Laboratory of Materials Technology (LTM), Department of Materials Engineering, Federal University of Campina Grande, Av. Aprígio Veloso - 882, Bodocongó, 58 429 - 900, Campina Grande, PB, Brazil.

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Published

14/11/2021

How to Cite

MEDEIROS, B. L. de A. V. .; FERNANDES, J. V.; COSTA, F. P. da; BARROS, S. V. A.; RODRIGUES, A. M.; NEVES, G. de A. Resistance to the alkali-aggregate reaction of sustainable mortars produced with scheelite tailings in replacing natural sand aggregates. Research, Society and Development, [S. l.], v. 10, n. 14, p. e567101422209, 2021. DOI: 10.33448/rsd-v10i14.22209. Disponível em: https://rsdjournal.org/index.php/rsd/article/view/22209. Acesso em: 19 apr. 2024.

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Section

Engineerings