Utilizing Industrial and Agricultural Byproducts in Pavement and Structural Engineering: Mechanical and Environmental Impacts
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Abstract
The construction sector faces escalating pressure to reduce embodied carbon and transition toward circular material systems as cement and asphalt production remain major contributors to global emissions and energy consumption. This study investigates the mechanical, durability, and environmental performance of mixtures incorporating industrial byproducts (fly ash, GGBFS, steel slag), agricultural ashes (rice husk ash, bagasse ash), and their hybrid combinations across both structural concrete and asphalt pavement applications. A unified experimental framework was implemented to characterize strength development, stiffness, rutting resistance, permeability, sulfate durability, freeze–thaw stability, and cradle-to-gate environmental impacts.Results show that hybrid SCM systems consistently outperform single-source industrial or agricultural blends. In concrete, hybrid mixtures demonstrated superior early-age reactivity and long-term strength, achieving the highest 90-day compressive strengths through complementary hydration and pore refinement mechanisms. In asphalt mixtures, hybrid fillers (steel slag + RHA) produced the greatest stiffness and rutting resistance, confirming synergistic mastic enhancement. Durability assessments revealed the most balanced performance in hybrid systems, with significant improvements in chloride resistance, sulfate stability, and freeze–thaw resilience. Life-cycle assessment outcomes further identified hybrid binders as the most eco-efficient solutions, achieving 30–48% reductions in global warming potential without compromising mechanical or durability performance. Overall, the findings establish hybrid industrial–agricultural byproducts as technically robust, low-carbon alternatives capable of enhancing both concrete and asphalt performance while contributing to sustainable infrastructure development.
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