1985
DOI: 10.1016/0040-6031(85)85205-9
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Use of thermal analysis in the hydration studies of a type 1 portland cement produced from mineral tailings

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Cited by 59 publications
(16 citation statements)
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“…The first stage occurs between 35°C and 70°C, where the water present in the large dimensions pores evaporates. In the second stage, which occurs between 70 and 105°C, there is the liberation of water retained by capillary pressure in the capillary pores [30][31][32][33]. The second peak, that occurs at 761°C, is related with the decarbonation of calcium carbonate (CaCO 3 ) [30,34].…”
Section: Microstructurementioning
confidence: 99%
“…The first stage occurs between 35°C and 70°C, where the water present in the large dimensions pores evaporates. In the second stage, which occurs between 70 and 105°C, there is the liberation of water retained by capillary pressure in the capillary pores [30][31][32][33]. The second peak, that occurs at 761°C, is related with the decarbonation of calcium carbonate (CaCO 3 ) [30,34].…”
Section: Microstructurementioning
confidence: 99%
“…Reactions that occur with an increase of temperature in cement paste and concrete can be summarized as: evaporable water and a part of the bound water escapes at 30-102°C [4]. The decomposition of gypsum [15] and ettringite [16] takes place at 110-170°C, The decomposition of the C-S-H and carboaluminate hydrates undergoes at 180-300°C [17]. Dehydroxylation of the portlandite [18] occurs at 450-550°C.…”
Section: Introductionmentioning
confidence: 99%
“…The third phenomenon (III) corresponds to de-hydration of CH which begins at about 370 1C up to 460 1C. The fourth event (IV) is associated with an uncontrolled carbonation of the sample between 600 1C and 700 1C (Bhatty and Reid, 1985;Alarcon-Ruiz et al, 2005;Baert et al, 2008;Esteves, 2011).…”
Section: Pozzolanic Activity Evaluationmentioning
confidence: 97%