This study investigated the effect of waste granite aggregate size on the fresh and hardened properties of high-performance concretes produced from iron-rich laterite calcined at 650°C. Three aggregate gradations of F1 (0-10 mm), F2 (0-6.5 mm), and F3 (0-5 mm), were incorporated into laterite-based geopolymer concretes and compared with Portland cement concretes produced under identical mix proportions. The activator-to-binder in geopolymer mixtures and water-to-cement ratio in Portland cement mixtures were fixed at 0.5, while the aggregate-to-binder ratio was kept constant at 2.95, regardless of the binder system. Fresh properties showed a moderate increase in slump when coarse fractions were excluded, rising from 15 to 18 mm in geopolymer mixtures and from 25 to 40 mm in Portland cement mixtures. Hardened concrete property evaluation revealed that mixtures made using F1 aggregates achieved the highest 28-day compressive strength values of 52.2 MPa for geopolymer and 48.1 MPa for Portland cement systems, along with lower porosity (10-11 %) and reduced water absorption (4.3-4.8 %). Conversely, mixes with finer F2 and F3 aggregates exhibited reduced strengths (34-45 MPa), higher porosity (14-16 %), and greater water absorption (6.5-7.2 %), confirming the detrimental effect of insufficient particle packing. Bulk density values ranged from 2230-2260 kg/m³ for mixtures containing F1 aggregate, which were higher than those of 2170 and 2200 kg/m³ for F2 and F3, respectively. Oven curing of geopolymer concretes at 60°C for 24 hours led to significant strength losses (20.3-26.6 MPa), due to rapid moisture loss and incomplete geopolymerization. Overall, the results highlight that particle size distribution plays a decisive role in optimising concrete performance, with F1 aggregates providing the most favourable balance of workability, density, and strength. The study further demonstrates the potential of thermally activated iron-rich laterite, an abundant but underutilised resource in tropical regions, combined with waste granite aggregates to produce sustainable concretes with properties comparable to Portland cement systems.
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