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Optimum lime content of fly ash with salt

Authors: Narendra, B.S.; Sivapullaiah, P.V.; Ramesh, H.N.;

Optimum lime content of fly ash with salt

Abstract

The pozzolanic reactivity of fly ash, which plays an important role in its utilisation for geotechnical applications, depends on the reactive silica and the lime content. Fly ashes containing sufficient reactive silica but insufficient lime content improve strength on the addition of lime. The development of strength up to optimum lime content is particularly high. The formation of pozzolanic reaction compounds, which is responsible for improvement of strength, can be enhanced in the presence of sodium chloride. This can possibly be attributed to the higher solubility of silica and the formation of sodium silicate hydrate rather than calcium silicate hydrate. More voluminous pozzolanic compounds with higher water-holding capacity that can bind fly ash particles, leading to increased strength, are formed in the presence of sodium chloride. This paper examines the effect of sodium chloride on the free swell, liquid limit and strength of a lignitic fly ash obtained from Neyveli with different lime contents, and the effect on the optimum lime content. It has been shown that the free swell volume, liquid limit and strength of fly ash increase at every lime content in the presence of sodium chloride compared with lime content alone. The optimum lime content, obtained by any of the methods, has not altered in the presence of sodium chloride. This might be due to the formation of more pozzolanic compounds at every lime content. La réactivité pouzzolanique de la cendre volante, qui joue un rôle important dans les applications géotechniques, dépend du contenu en silice réactive et en chaux. Les cendres volantes contenant suffisamment de silice réactive mais pas assez de chaux améliorent la résistance dès que l'on ajoute de la chaux. Le développement de résistance jusqu'à un contenu de chaux optimum est particulièrement élevé La formation de composés à réaction pouzzolanique, qui renforcent la résistance, peut être encore améliorée en présence de chlorure de sodium. Ceci pourrait être attribué à la plus grande solubilité de la silice et à la formation d'un hydrate de silicate de sodium plutôt qu'un hydrate de silicate de calcium. Des composés pouzzolaniques plus volumineux, ayant une capacité de retenue d'eau plus élevée et capables de coller les particules de cendre volante, conduisant ainsi à une augmentation de la résistance, sont formés en présence du chlorure de sodium. Cet exposé examine l'effet du chlorure de sodium sur le gonflement libre, la limite liquide et la résistance d'une cendre volante àlignites, provenant de Neyveli, avec diverses teneurs en chaux, et examine aussi l'effet sur la teneur en chaux optimum. Nous avons montré que le volume de gonflement libre, la limite liquide et la résistance de la cendre volante augmentent à chaque teneur en chaux en présence de chlorure de sodium par rapport au contenu en chaux seule. Le contenu en chaux optimum, obtenu par n'importe quelle méthode, ne change pas en présence du chlorure de sodium. Ceci pourrait être dû à la formation de composés pouzzolaniques supplémentaires à chaque contenu de chaux.

Country
India
Keywords

500, Civil Engineering

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
10
Top 10%
Top 10%
Average
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