2014
DOI: 10.1016/j.conbuildmat.2014.09.048
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The effect of using fly ash on the strength and hydration characteristics of blended cements

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Cited by 143 publications
(70 citation statements)
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“…When fly ash is used as clinker replacement in Portland-composite cement, additional hydration products can be expected due to the reaction of FA with the calcium hydroxide dwelling from hydration of OPC [54]. This additional chemical activity has an influence both on mechanical properties [67] and on the heat generated during hydration [68]. Contrary to FA, CF shows only a poor chemical activity.…”
Section: Strength Activity Index Methods Was Used In Order Tomentioning
confidence: 99%
“…When fly ash is used as clinker replacement in Portland-composite cement, additional hydration products can be expected due to the reaction of FA with the calcium hydroxide dwelling from hydration of OPC [54]. This additional chemical activity has an influence both on mechanical properties [67] and on the heat generated during hydration [68]. Contrary to FA, CF shows only a poor chemical activity.…”
Section: Strength Activity Index Methods Was Used In Order Tomentioning
confidence: 99%
“…On the other hand, comparing VCAS with fly ash, a pozzolanic material that can be used to replace OPC in high percentages, it can be observed that fly ash blended mortars present a significant reduction in the CSI, from 0.73-0.90, depending on the amount of fly ash, 10-25% [27]. Nevertheless, VCAS blended mortars do not present any significant reduction for the compressive strength index, even using a high percentage of VCAS replacing OPC.…”
Section: Compressive Strength Of Mortarsmentioning
confidence: 99%
“…The k-factor values have been calculated for VCAS in the 10-30% replacing range for mortars. Rao [27] analyzed the behaviour of compressive strength in Portland cement mortars, and he proposed empirical model expressions to predict the compressive strength dependence in terms of the water/cement (w/c) ratio. The first expression proposed by Rao [28] was as shown in Eq.…”
Section: Compressive Strength Of Mortarsmentioning
confidence: 99%
“…Kocak et al [19] reported that the use of fly ash without mechanical activation decreases the compressive strength of blended cements for all fly ash addition rates (5, 10, 15, 20 and 25%) compared to the reference value. However, the authors noticed an improved mechanical strength even below the reference indicating activation of pozzolanic reactions at a high curing time [19]. Mechanical activation of fly ash was conducted by Chen et al [18] to treat fly ash from a municipal solid waste incinerator.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, several authors have conducted studies on how to activate fly ash trough milling [5,17,18]. Kocak et al [19] reported that the use of fly ash without mechanical activation decreases the compressive strength of blended cements for all fly ash addition rates (5, 10, 15, 20 and 25%) compared to the reference value. However, the authors noticed an improved mechanical strength even below the reference indicating activation of pozzolanic reactions at a high curing time [19].…”
Section: Introductionmentioning
confidence: 99%