2015
DOI: 10.1007/s10973-015-4724-8
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Thermogravimetry analysis, compressive strength and thermal conductivity tests of non-autoclaved aerated Portland cement–fly ash–silica fume concrete

Abstract: 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 2 ASH 8 ), calcium hydroxide [Ca(OH) 2 ] and calcium carbonate (CaCO 3 ) phases were detected in all mixes. The compressive strength and thermal conductivity of aerated Por… Show more

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Cited by 23 publications
(6 citation statements)
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“…The base materials and AAC with different dosages of cement, lime, water, and sand were experimentally studied without considering the autoclaved curing in the manufacturing process by Richard [ 20 ]. Chalermphan [ 21 ] presented the base material mixes cured in water and air for 3, 7, and 28 days. Chen [ 22 ] has pointed out that high steam pressure curing can significantly reduce the reaction time and obtain products with high compressive strength.…”
Section: Introductionmentioning
confidence: 99%
“…The base materials and AAC with different dosages of cement, lime, water, and sand were experimentally studied without considering the autoclaved curing in the manufacturing process by Richard [ 20 ]. Chalermphan [ 21 ] presented the base material mixes cured in water and air for 3, 7, and 28 days. Chen [ 22 ] has pointed out that high steam pressure curing can significantly reduce the reaction time and obtain products with high compressive strength.…”
Section: Introductionmentioning
confidence: 99%
“…Super absorbent polymers (SAPs) was utilized as physical air entrainment in cement mortars [28]. Naratha et al [29] have studied the effects of supplementary materials of the strength and thermal conductivity of non-autoclaved aerated concrete. Aluminum powder was added as a pore-forming agent in the amount of 0.2 wt.% of the binder content.…”
Section: Introductionmentioning
confidence: 99%
“…The reactivity of SCMs in concrete depends on the chemistry of the cement and the chemistry of the SCM, the water-to-binder ratio (w/b), and the SCM replacement level [6,7]. The SCMs consist of fly ash [8], blast-furnace slag [9], silica fume [10], metakaolin [5], and ash from agricultural wastes ( Table 1).…”
Section: Introductionmentioning
confidence: 99%