1999
DOI: 10.1016/s0008-8846(98)00172-0
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The reaction between rice husk ash and Ca(OH)2 solution and the nature of its product

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Cited by 198 publications
(69 citation statements)
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“…RHA enhances the mechanical properties of concrete due to the reaction of SiO 2 with Ca(OH) 2 during the hydration process to form additional calcium silicate hydrate (CSH) gel. Yu et al (1999) confirmed that the amorphous silica in RHA concrete, at a temperature of 40 °C and in the presence of water, reacts with Ca(OH) 2 to form CSH gel.…”
Section: Introductionmentioning
confidence: 52%
“…RHA enhances the mechanical properties of concrete due to the reaction of SiO 2 with Ca(OH) 2 during the hydration process to form additional calcium silicate hydrate (CSH) gel. Yu et al (1999) confirmed that the amorphous silica in RHA concrete, at a temperature of 40 °C and in the presence of water, reacts with Ca(OH) 2 to form CSH gel.…”
Section: Introductionmentioning
confidence: 52%
“…The incorporation of mineral admixtures in cement-based materials results in chemical and physical effects of interrelated nature. The pozzolanic reaction can be understood in chemical terms as a dissolution-precipitation mechanism, yielding reaction products smaller in size than the original admixture and cement particles [16]. Therefore, besides the decreased alkalinity of the matrix by the Ca(OH) 2 consumption in the pozzolanic reaction, the finer un-reacted particles as well as the reaction products fill the pores in matrix and at interfaces, reducing the composite's overall porosity and permeability, leading to improved strength and lower susceptibility to the deterioration.…”
Section: Mineral Admixtures In Cellulose-cement Compositesmentioning
confidence: 99%
“…On the other hand, durable composites were also obtained when produced with a Ca(OH) 2 -free matrix. This was achieved by means of high replacement rates of cement by mineral admixtures [15][16][17].…”
Section: Mineral Admixtures In Cellulose-cement Compositesmentioning
confidence: 99%
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“…En el primero, ensayo de Fratini (EN 196-5) [6], se determina la capacidad de las bentonitas calcinadas de reaccionar con el CH proveniente de la hidratación del cemento Portland. En los otros dos, reactividad con cal [7] y conductividad eléctrica [12,13], se realiza la adición de las bentonitas calcinadas en solución saturada de hidróxido de calcio (CH) permitiendo determinar su total reactividad. Las absorciones alrededor de los 3620 cm -1 corresponden al estiramiento del grupo OH de la Montmorillonita [11].…”
Section: Materiales Y Metodologíaunclassified