This investigation reveals enhanced compressive strength in fly ash-quarry dust bricks with extended curing, suggesting material optimization for construction.
This investigation explores the optimization of fly ash utilization in brick production by integrating lime, gypsum, and quarry dust in varying proportions to develop Fly Ash-Lime-Gypsum-Quarry Dust Bricks (FLGQB) with dimensions of 230 mm × 110 mm × 90 mm. While prior studies have examined fly ash-based bricks, they often overlook the nuanced interplay of quarry dust content and curing duration on mechanical properties, particularly beyond the conventional 28-day period. This study addresses this gap by systematically evaluating compressive strength, split tensile strength, water absorption, density, and initial rate of absorption across 13 mix proportions, with a focus on extended curing up to 56 days. The Mix 9 (M9) composition—35% fly ash, 10% lime, 25% gypsum, and 30% quarry dust—emerged as optimal, exhibiting a 56th-day compressive strength of 12 MPa, surpassing many traditional and alternative bricks. Unique to this work, regression-based prediction models were developed to correlate mix proportions and curing age with strength parameters, achieving over 92% accuracy when validated against experimental and existing data. These models offer a practical tool for predicting long-term performance, addressing a limitation in earlier research that often relied on empirical observations alone. By demonstrating the critical role of quarry dust as a filler and its influence on void reduction, this study advances the understanding of compositional control in sustainable brick design, providing a robust alternative to conventional clay bricks.
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Sankar et al. (2025) studied this question.