Research on limestone calcined clay cement-based ultra-high performance concrete with high cement substitution: Mixture design and engineering properties

Abstract

Limestone calcined clay cement (LC3) is believed to be able to substitute Portland cement and promote low-carbon development in the concrete industry. Ultra-high performance concrete (UHPC) features high proportions of cement. Herein, an LC3-based UHPC with high cement substitution was designed and optimized based on the D-optimal method, and its engineering properties, including workability, mechanical properties, hydration process, microstructural evolution, and carbon emission were evaluated. Results show that with an increase in LC3, the dynamic yield stress increases and the water film thickness decreases, which indicates that the workability of LC3-based UHPC reduces. When the substitution ratio is about 55 percent, the optimized LC3-based UHPC achieves the maximum compressive strength, about 146.05 MPa. XRD and TG results show that LC3 consumes portlandite by the pozzolanic reaction, which generates additional gel products. However, as the substitution ratio exceeds 55 percent, the degree of pozzolanic reaction drops, resulting in a decrease in the count of hydration products and compressive strength. The pore structure of LC3-based UHPC is refined, with fewer air voids and a larger percentage of gel pores compared to the normal UHPC. The optimized LC3-based UHPC with a substitution ratio higher than 50 percent in this study achieves high integrated performance with engineering applications and low carbon environmental value.