Thermogravimetry analysis, compressive strength and thermal conductivity tests of non-autoclaved aerated Portland cement-fly ash-silica fume concrete

• Main Authors: Chalermphan Narattha, Pailyn Thongsanitgarn, Arnon Chaipanich
• Format: Journal
• Published: 2018
• Subjects: Agricultural and Biological Sciences
• Online Access: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84941995882&origin=inward; http://cmuir.cmu.ac.th/jspui/handle/6653943832/44128
• Institution: Chiang Mai University

© 2015 Akadémiai Kiadó, Budapest, Hungary. This paper reports the investigated thermogravimetry analysis, compressive strength and thermal conductivity tests of non-autoclaved aerated Portland cement-fly ash-silica fume concrete. The mixes were cured in water and air for 3, 7 and 28 days. Thermogravimetry results showed that calcium silicate hydrate (C-S-H), ettringite, gehlenite (C < inf > 2 < /inf > ASH < inf > 8 < /inf > ), calcium hydroxide [Ca(OH) < inf > 2 < /inf > ] and calcium carbonate (CaCO < inf > 3 < /inf > ) phases were detected in all mixes. The compressive strength and thermal conductivity of aerated Portland cement-fly ash-silica fume concrete increased when compared with aerated Portland cement-fly ash concrete after 28 days. The compressive strength and thermal conductivity of aerated concrete cured in water had higher values than air-cured specimens. X-ray diffraction and thermogravimetry showed that Ca(OH) < inf > 2 < /inf > decreased with increased silica fume content. This is due to the increased pozzolanic reaction when compared with the Portland cement-fly ash mixes, which corresponds to an increase in compressive strength and thermal conductivity.