Limestone filler cement in low w/c concrete: A rational use of energy

By V. Bonavetti, H. Donza, G. Menéndez, O. Cabrera, E. Irassar. 2003

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Improvement of the early-age reactivity of fly ash and blast furnace slag cementitious systems using limestone filler (2011, background): “As mentioned by Bonavetti et al. [ 25 ], the acceleration of hydration rate is not directly proportional to the gain of compressive strength because the potential cementing material decreases when the particles of clinker are replaced by limestone filler (dilution effect).”
Modeling the influence of limestone filler on cement hydration using CEMHYD3D (2006, methodology): “…and Fire Research Laboratory (BFRL) at NIST for measuring the particle size distributions of the powder materials, Mr. Paul Stutzman and Dr. Jeffrey Bullard (BFRL) for providing the phase composition information for cement 152, and OMYA for providing the limestone powder used in this study.”
Mechanical and self-healing behavior of low carbon engineered cementitious composites reinforced with PP-fibers (2020, background): “55% OPC, 30% MK, and 15% LS, the effective water to cement ratio of LC3 is nearly twice that of OPC [44].”
Determination of cement hydration and pozzolanic reaction extents for fly-ash cement pastes (2012, unknown): “[25].”