2014
DOI: 10.1016/j.matdes.2014.08.022
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Microconcrete with partial replacement of Portland cement by fly ash and hydrated lime addition

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Cited by 34 publications
(20 citation statements)
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“…Lime fixation increased with the SCBA percentage and for the highest OPC replacement (OPC/SCBA50%) there was remaining portlandite. When comparing this result with the reported lime fixation in similar OPC/fly ash mixtures (36), it can be concluded that the pozzolanic reactivity of the studied SCBA was lower than that found for fly ashes. The highest value of lime consumption for SCBA pastes was 0.19, found for the OPC/SCBA25% mixture, suggesting that the optimum replacement percentage would be in the 20-30% range.…”
Section: Ftir Tga Frattini and Sem Studiessupporting
confidence: 48%
“…Lime fixation increased with the SCBA percentage and for the highest OPC replacement (OPC/SCBA50%) there was remaining portlandite. When comparing this result with the reported lime fixation in similar OPC/fly ash mixtures (36), it can be concluded that the pozzolanic reactivity of the studied SCBA was lower than that found for fly ashes. The highest value of lime consumption for SCBA pastes was 0.19, found for the OPC/SCBA25% mixture, suggesting that the optimum replacement percentage would be in the 20-30% range.…”
Section: Ftir Tga Frattini and Sem Studiessupporting
confidence: 48%
“…Studies of content of Ca(OH) 2 , based on TG/DTG results, have allowed the authors to state that the reactivity of fly ash is enhancement with addition of the hydroxide and as result of it 28-day compressive strength is improved. Similarly, Lorca et al [86] presented that introduction of Ca(OH) 2 into concrete containing 50 or 70% of low-calcium fly ash as cement replacement results in improvement in compressive strength starting from 7th day of hardening. Thermal analysis after 1 year of hardening revealed the absence of Ca(OH) 2 in high and very high volume fly ash concretes.…”
Section: Mechanical Activationmentioning
confidence: 98%
“…Aggressive efforts have been undertaken recently to recycle fly ash [13][14][15][16][17] in concrete production as mineral admixture, soil amendment, zeolite synthesis, and as filler in polymers. However, these applications are not sufficient for complete utilization of fly ash, thereby it is imperative to develop new recycling techniques for fly ash.…”
Section: Introductionmentioning
confidence: 99%