Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3)

By Yuvaraj Dhandapani, T. Sakthivel, M. Santhanam, R. Gettu, R. Pillai. 2018

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Engineered Cementitious Composites (ECC) with limestone calcined clay cement (LC3) (2020, background): “tively slower fly ash pozzolanic reaction, which would take over 90 days to form strength comparable to that of fly ash-free samples [24].”
Improving printability of limestone-calcined clay-based cementitious materials by using viscosity-modifying admixture (2020, background): “3 kg of CO2 per kg of calcined clay) [18,19]; (2) worldwide abundance [18,20,21]; (3) comparable early-age strength [13,22,23]; (4) capillary porosity refinement due to the pozzolanic reaction [20,21,24,25]; (5) lower cost [19,26].”
Mechanical and self-healing behavior of low carbon engineered cementitious composites reinforced with PP-fibers (2020, background): “Distinct from the lower strength of ECC with LC3 as the binder, concrete mixed with LC3 cement does not show obvious strength reduction compared with the OPC-concrete [14,18,19].”