2014
DOI: 10.5935/0100-4042.20140258
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INFLUENCE OF INITIAL CaO/SiO2RATIO ON THE HYDRATION OF RICE HUSK ASH-Ca(OH)2AND SUGAR CANE BAGASSE ASH-Ca(OH)2PASTES

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Cited by 18 publications
(11 citation statements)
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“…In the case of geopolymers containing slag, however, new crystalline peaks of "calcite" and "calcium silicate hydrate (CSH)" are noticed at the 2θ angles of 29.4°and 50.17°, and the height of the calcite/CSH peaks also increases with increases in slag contents indicating the formation of more calcium-based reaction products in the C-(N)-A-S-H gels, which also correlates well with the denser microstructure observed in the geopolymers containing 30% slag than in the other geopolymers observed in the above SEM analysis. It has been reported by numerous studies that semi-crystalline CSH and calcite peaks overlap at 2-theta angles of 29.45°and 50.17° [23][24].…”
Section: Resultsmentioning
confidence: 95%
See 1 more Smart Citation
“…In the case of geopolymers containing slag, however, new crystalline peaks of "calcite" and "calcium silicate hydrate (CSH)" are noticed at the 2θ angles of 29.4°and 50.17°, and the height of the calcite/CSH peaks also increases with increases in slag contents indicating the formation of more calcium-based reaction products in the C-(N)-A-S-H gels, which also correlates well with the denser microstructure observed in the geopolymers containing 30% slag than in the other geopolymers observed in the above SEM analysis. It has been reported by numerous studies that semi-crystalline CSH and calcite peaks overlap at 2-theta angles of 29.45°and 50.17° [23][24].…”
Section: Resultsmentioning
confidence: 95%
“…At 800°C, however, cracks appeared in all ambient air-cured geopolymers and the cracks width and depth increased with increases in slag contents. In heat-cured fly ash geopolymers, on the other hand, the intensity of cracking at 800°C is much less than in ambient air-cured geopolymers containing high slag contents [24]. It has been shown in next section that the compressive strengths of ambient air-cured geopolymers containing high slag contents (e.g.…”
Section: Physical Behaviour At Elevated Temperaturesmentioning
confidence: 87%
“…e flexural strength at higher replacement level (20%, 30%, and 40% SCBA) reduced by 15.5%, 28.8%, and 42.5%, respectively. According to available literature, the increased tensile and flexural strength at 10% SCBA may be due to the microfibrous nature of SCBA, which is related with CSH formation, and also due to the formation of aluminates, resulting in needle-like structure [80,81]. e interlocking of these needles takes place between hydrated paste and may directly enhance the tensile and flexural strength.…”
Section: Mechanical Properties Of Scba Concretementioning
confidence: 99%
“…Studies on pozzolans have shown improvements in cementitious properties regarding rheological behavior (CORDEIRO; TOLEDO FILHO; FAIRBAIRN, 2008), durability (MALHOTRA;MEHTA, 1996;FAIRBAIRN, 2008;HOPPE FILHO et al, 2014) and mechanical performance (MALHOTRA;MEHTA, 1996;FAIRBAIRN, 2008;CORDEIRO et al, 2018). This is due to the increased formation of hydrates because of pozzolanic reactions (MALHOTRA;MEHTA, 1996;SOUZA et al, 2014) and the filler effect on cement pastes provided by the fine or ultrafine particles of mineral addition (LAWRENCE; CYR; RINGOT, 2003;CORDEIRO et al, 2008).…”
Section: Introductionmentioning
confidence: 99%