Quantification of the degree of reaction of fly ash

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Relation between carbonation resistance, mix design and exposure of mortar and concrete (2015, background): “0 than the one of the clinker was assumed [51, 55].”
Evolution of pore structure in blended systems (2015, background): “It has also been reported that the degree of reaction of fly ash [19,22,23] or slag [5] may decrease when they are present at higher replacement levels.”
Hydration of a low-alkali CEM III/B–SiO2 cement (LAC) (2012, methodology): “Note, however, some portion of the PC is often not dissolved by the selective dissolution techniques [10,40,64], while a part of the unhydrated slag is dissolved [10,63,64].”
Pore structure characterization of cement pastes blended with high-volume fly-ash (2012, methodology): “The principle of this method is that, except the unreacted fly-ash and undissolved minerals in unhydrated cement clinker, all hydration products are acid soluble [6,29].”
Thermodynamics and cement science (2011, background): “The reaction of most SCMs is slower than the reaction of the clinker phases and is influenced strongly by the pH of the aqueous phase [135–137] and by temperature [138–141].”