2020
DOI: 10.1504/ijmmp.2020.104612
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Long-term performance of concrete using additives

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Cited by 2 publications
(3 citation statements)
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“…It has been observed from figure 3 (b) that addition of SSP increased the sulphate resistance of concrete specimens by filling voids and formation of a dense matrix as compared to control mix i.e. Figure 3 a [4,25]. The marble dust on soil not only improved the geotechnical properties by forming compacted matrix consequently voids decreased and improved the pore size distribution and inter particles bonding [26].…”
Section: Semmentioning
confidence: 99%
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“…It has been observed from figure 3 (b) that addition of SSP increased the sulphate resistance of concrete specimens by filling voids and formation of a dense matrix as compared to control mix i.e. Figure 3 a [4,25]. The marble dust on soil not only improved the geotechnical properties by forming compacted matrix consequently voids decreased and improved the pore size distribution and inter particles bonding [26].…”
Section: Semmentioning
confidence: 99%
“…On the other hand, lesser amount or absence of sulphur (S) indicates the lesser amount of mono-sulphate and ettringite which was responsible for reduction of strength. The lower values of Ca/Si ratio indicate the improvement in CS by forming CSH and consumption of CH during pozzolanic reaction [25]. Under the exposure to sulphate attack, magnesium sulphate reacted with CSH (calcium silicate hydrate) or CH (calcium hydroxide) and formed MSH (magnesium silicate hydrate) and Mg(OH) 2 (magnesium hydroxide).…”
Section: Edsmentioning
confidence: 99%
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