This study explores a possible approach for alleviating the effects of low temperatures on masonry construction through the addition of nano-alumina (NA) and nano-silica (NS) in masonry mortar mixtures (used for joints) mixed and cured at 5 ± 1°C. Fresh (flow, air content, setting time) and hydration, hardened (compressive strength) and microstructural characteristics of the mortar mixtures were determined at different ages to capture the behaviour of masonry mortar at the low temperature. The type (NA or NS) and dosage (2, 4 and 6% by mass of masonry cement) of the nanoparticles had very pronounced effects on the trends of the various tests. The overall trends suggest that either 6% NA or 6% NS can alleviate the effects of low temperature on masonry mortar mixtures in terms of accelerating the kinetics of hydration and rate of hardening, and inducing (especially NS) progressive microstructural and strength development with time.
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December 2017
Research Article|
February 10 2016
Masonry mortar with nanoparticles at a low temperature Available to Purchase
Hooman Kazempour, MSc;
Hooman Kazempour, MSc
Project and LEED Coordinator
Fresh Projects Builders, Winnipeg, MB, Canada
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Mohamed T. Bassuoni, PhD, PEng;
Mohamed T. Bassuoni, PhD, PEng
Associate Professor
Department of Civil Engineering, University of Manitoba, Winnipeg, MB, Canada (corresponding author: mohamed.bassuoni@umanitoba.ca)
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Fariborz Hashemian, PhD, PEng
Fariborz Hashemian, PhD, PEng
Adjunct Professor
Department of Civil Engineering, University of Manitoba, Winnipeg, MB, Canada
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Publisher: Emerald Publishing
Received:
August 23 2015
Accepted:
December 22 2015
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Construction Materials (2017) 170 (6): 297–308.
Article history
Received:
August 23 2015
Accepted:
December 22 2015
Citation
Kazempour H, Bassuoni MT, Hashemian F (2017), "Masonry mortar with nanoparticles at a low temperature". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 170 No. 6 pp. 297–308, doi: https://doi.org/10.1680/jcoma.15.00054
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