Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements

© 2020, Akadémiai Kiadó, Budapest, Hungary. In this work, 50% of the Portland cement was replaced with fly ash and limestone powder by mass. Fly ash to limestone powder ratios of 50:0, 45:5, 40:10, and 30:20 were used. Thermogravimetric analysis (TGA), X-ray diffraction and scanning electron microsc...

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Main Authors: Arnon Chaipanich, Supitchaya Thongsomboon, Phakin Chomyen
Format: Journal
Published: 2020
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http://cmuir.cmu.ac.th/jspui/handle/6653943832/70365
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spelling th-cmuir.6653943832-703652020-10-14T08:48:42Z Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements Arnon Chaipanich Supitchaya Thongsomboon Phakin Chomyen Chemistry Physics and Astronomy © 2020, Akadémiai Kiadó, Budapest, Hungary. In this work, 50% of the Portland cement was replaced with fly ash and limestone powder by mass. Fly ash to limestone powder ratios of 50:0, 45:5, 40:10, and 30:20 were used. Thermogravimetric analysis (TGA), X-ray diffraction and scanning electron microscopy of the paste mixes were carried out after water curing for 7 and 28 days to determine the hydration and pozzolanic reaction that occurred during the early age and after the standard 28-day curing. In addition, the compressive strength and physical properties of the corresponding mortar mixes were also investigated. At 7 days, the use of limestone with fly ash led to an increase in compressive strength when compared to that for a fly ash mix without limestone (50% FA). This was attributed to the filler effect of the limestone rather than the reaction of the limestone powder with C3A as there was no hemicarboaluminate detected; this was possibly due to a decreased amount of C3A being available since 50% of the Portland cement was used. At 28 days, the 45% FA and 5% LS mixture showed an increased compressive strength, a decreased water absorption and a decreased number of voids. Again, this can be attributed to the filler effect of the limestone. Interestingly, at 28 days, monocarboaluminate was detected by TGA and XRD when the limestone powder was added. 2020-10-14T08:28:23Z 2020-10-14T08:28:23Z 2020-10-01 Journal 15882926 13886150 2-s2.0-85088461835 10.1007/s10973-020-10016-2 https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85088461835&origin=inward http://cmuir.cmu.ac.th/jspui/handle/6653943832/70365
institution Chiang Mai University
building Chiang Mai University Library
continent Asia
country Thailand
Thailand
content_provider Chiang Mai University Library
collection CMU Intellectual Repository
topic Chemistry
Physics and Astronomy
spellingShingle Chemistry
Physics and Astronomy
Arnon Chaipanich
Supitchaya Thongsomboon
Phakin Chomyen
Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements
description © 2020, Akadémiai Kiadó, Budapest, Hungary. In this work, 50% of the Portland cement was replaced with fly ash and limestone powder by mass. Fly ash to limestone powder ratios of 50:0, 45:5, 40:10, and 30:20 were used. Thermogravimetric analysis (TGA), X-ray diffraction and scanning electron microscopy of the paste mixes were carried out after water curing for 7 and 28 days to determine the hydration and pozzolanic reaction that occurred during the early age and after the standard 28-day curing. In addition, the compressive strength and physical properties of the corresponding mortar mixes were also investigated. At 7 days, the use of limestone with fly ash led to an increase in compressive strength when compared to that for a fly ash mix without limestone (50% FA). This was attributed to the filler effect of the limestone rather than the reaction of the limestone powder with C3A as there was no hemicarboaluminate detected; this was possibly due to a decreased amount of C3A being available since 50% of the Portland cement was used. At 28 days, the 45% FA and 5% LS mixture showed an increased compressive strength, a decreased water absorption and a decreased number of voids. Again, this can be attributed to the filler effect of the limestone. Interestingly, at 28 days, monocarboaluminate was detected by TGA and XRD when the limestone powder was added.
format Journal
author Arnon Chaipanich
Supitchaya Thongsomboon
Phakin Chomyen
author_facet Arnon Chaipanich
Supitchaya Thongsomboon
Phakin Chomyen
author_sort Arnon Chaipanich
title Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements
title_short Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements
title_full Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements
title_fullStr Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements
title_full_unstemmed Thermogravimetric analysis and phase characterizations of Portland fly ash limestone cements
title_sort thermogravimetric analysis and phase characterizations of portland fly ash limestone cements
publishDate 2020
url https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85088461835&origin=inward
http://cmuir.cmu.ac.th/jspui/handle/6653943832/70365
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