Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 266, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.120943
Keywords
Calcium aluminate cement; Perlite; Stratlingite; Conversion; Natural pozzolan
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Calcium aluminate cement concretes are known for their rapid strength development and resistance to high temperatures, sulfates, and acids. However, they face challenges of high cost and strength loss due to conversion of hydration products. Natural pozzolans like ground perlite can be used to replace part of CAC, reducing strength loss and cost.
Calcium aluminate cement (CAC) concretes are desirable owing to their rapid strength development and resistance to high temperatures, sulfates and acids. They suffer two drawbacks, however, high cost and strength loss due to conversion of water-rich hydration products to more stable structures, resulting in a drop in strength. Although its rate is dependent on temperature and moisture, the conversion process is thermodynamically inevitable but can be prevented by adding sufficient quantities of supplementary cementing materials (SCMs) to form an alternate, stable hydrate, Stratlingite (C(2)ASH(8)). Based on this premise, natural pozzolans could mitigate conversion, also reducing cost. This study investigated the influence, on hydration, of replacing 25-75% of CAC with ground perlite (GP), an inexpensive and abundant natural pozzolan. Paste and mortar mixtures with water-to-binder ratios of 0.40 and 0.60 were cured in air at 23 degrees C or in water at 40 degrees C. The influence of adding Na2SO4 to promote Stratlingite formation was also investigated. A multi-method approach comprising X-ray diffraction (XRD), isothermal calorimetry, thermal analysis, and compressive strength development was used. Stratlingite formation was confirmed in many mixtures containing GP. Wet-cured mortars with >= 50% GP and 1% Na2SO4 contained Stratlingite and showed continuous strength increases up to 90 d. Rapid-, or slow-progressing drops in strength were observed in air-cured mixtures or wet-cured mixtures containing < 50% GP. Mortars with 75% GP did not experience conversion but their ultimate strengths were much lower than even the converted strength of the pure CAC mortar. Heats of hydration of pastes decreased linearly with GP replacement of CAC despite their setting times being shortened. (C) 2020 Elsevier Ltd. All rights reserved.
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