Technical Papers
Apr 23, 2022

Acid-Resistance Behaviors of Natural Aggregates

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 7

Abstract

In this study, the acid resistance characteristics of commercial aggregates that are commonly employed in concrete construction, were investigated. The aggregates studied were of three categories, namely: (1) the siliceous group consisting of reef–quartzite, metaquartzite, and granite, (2) the siliceous–calcareous group consisting of dolerite and amphibolite, and (3) dolomite of the calcareous group. Samples of the aggregates were oven-dried, immersed in 20% by weight concentration of hydrochloric or sulphuric acid maintained at 60°C for 24 h, and then their mass loss values were measured. Mineralogical compositions and phase reaction changes in the aggregates were examined using X-ray fluorescence, Rietveld quantitative X-ray diffraction analysis, petrography, and scanning electron microscopy coupled with energy dispersive spectroscopy. A strong, nonlinear inverse correlation was found between quartz content and mass loss, for which aggregates that had SiO270% exhibited very low or negligible mass loss. Metaquartzite and granite aggregates of the siliceous group showed the most superior resistance responses to acid attack, owing to their high levels of quartz content. Reef–quartzite, dolerite, and amphibolite all showed a partial or moderate level of acid resistance. Dolomite exhibited high susceptibility to acid attack, forming gypsum as a reaction product upon exposure to sulphuric acid.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 7July 2022

History

Received: Apr 28, 2021
Accepted: Nov 12, 2021
Published online: Apr 23, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 23, 2022

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Bradley Pather [email protected]
M.Eng Cadidate, Dept. of Civil Engineering Science, Univ. of Johannesburg, Auckland Park Kingsway Campus, P.O. Box 524, Johannesburg 2006, South Africa (corresponding author). Email: [email protected]
Stephen O. Ekolu [email protected]
Associate Professor, Dept. of Civil Engineering Science, Univ. of Johannesburg, Auckland Park Kingsway Campus, P.O. Box 524, Johannesburg 2006, South Africa. Email: [email protected]
Harry Quainoo [email protected]
Senior Lecturer, Dept. of Civil Engineering Science, Univ. of Johannesburg, Auckland Park Kingsway Campus, P.O. Box 524, Johannesburg 2006, South Africa. Email: [email protected]

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