Supplementary cementitious materials: New sources, characterization, and performance insights

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Improving printability of limestone-calcined clay-based cementitious materials by using viscosity-modifying admixture

Service life and life cycle assessment of reinforced concrete systems with limestone calcined clay cement (LC3)

Limestone calcined clay cement and concrete: A state-of-the-art review

Towards ternary binders involving limestone additions — A review

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

This paper presents the evolution of compressive strength and the modulus of elasticity of concretes with binary and ternary blends of ordinary Portland cement, fly ash and ground granulated blast-furnace slag (GGBS or slag). The study involved 54 concrete mixes with water–binder ratio (w/b) varying from 0.50 to 0.65 and the total binder content varying from 280 to 340 kg/m3. The influence of w/b, type of binder and exposure period (or age) have been assessed. It is seen that the incorporation of slag contributes to both short- and long-term strength, whereas fly ash requires comparatively longer time to contribute to the compressive strength. The relationship between compressive strength and age and between the modulus of elasticity and compressive strength has been discussed.

T. Sakthivel

Papers

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

Compressive Strength and Elastic Modulus of Concretes with Fly Ash and Slag