Hydration products of C3A, C3S and Portland cement in the presence of CaCO3

By G. Kakali, S. Tsivilis, E. Aggeli, M. Bati. 2000

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Properties of alkali activated slag-fly ash blends with limestone addition (2015, background): “high C3A, C4AF content; fly ash/metakaolin addition), and the formation of those phases are detectable after 28 d of curing [27,33,56–58].”
High-volume natural volcanic pozzolan and limestone powder as partial replacements for portland cement in self-compacting and sustainable concrete (2014, background): “An acceleration of C3S hydration may occur at early ages when LS is interground with clinker [24].”
An analysis of the properties of Portland limestone cements and concrete (2002, background): “The second one deals with the participation of limestone in the hydration reactions of clinker [9–19], while the third one with the production process and specifically the intergrinding of clinker and limestone [5,20–22].”
Mechanical properties and durability of mortar and concrete containing natural pozzolana and limestone blended cements (2007, background): “The consumption of calcite, the formation of carbo-aluminates, the acceleration of the hydration of C3A and C3S, the change in the C–S–H and the formation of transition zone between the filler and cement paste demonstrate the reactivity of limestone fillers [8–10].”