The effect of replacing aggregates with oyster shell powder on the performance of asphalt concrete
DOI:
https://doi.org/10.3989/mc.2026.407325Keywords:
Oyster shell powder, Dense-graded asphalt concrete, Fine aggregate, Moisture damage resistance, Pavements, Mineral filleAbstract
In response to the global trend towards achieving net zero emissions, various industries are actively promoting the circular economy. Central to this goal is the strategic utilization of alternative materials to replace virgin materials, thereby reducing carbon emissions during the production and manufacturing processes. This study uses the maximum density line in the FHWA 0.45 power curve to determine the oyster shell powder (OSP) as a substitute for 6% of the fine aggregate and filler in dense-graded asphalt concrete (DGAC). With properties similar to calcium carbonate (CaCO3) and hydrated lime, the inclusion of OSP was expected to enhance the performance of DGAC. For the Experimental Group, 6% of the fine aggregate and filler were replaced with OSP in the DGAC. The control groups used natural aggregate without hydrated lime anti-strip additive (Control Group A) and with hydrated lime anti-strip additive (Control Group B) in the DGAC. The aim was to assess the impact of replacing partial fine aggregate and filler with OSP on the performance of AC. The results indicated that while the Marshall stability, Marshall flow, and indirect tensile strength test values of the Experimental Group were lower than those of Control Group B, they were consistent with the results of Control Group A and complied with AI MS-2 7th. Subsequent evaluations, including the boil test, immersion-compression test, and tensile strength ratio, were conducted to assess moisture damage resistance. This revealed that the Experimental Group and Control Group B exhibited comparable and superior moisture damage resistance compared to Control Group A. Additionally, the Experimental Group outperforms the Control Groups in the Cantabro abrasion test. In summary, the OSP as a substitute for 6% of the fine aggregate and filler enhances the performance of AC, providing effects similar to hydrated lime anti-strip additives and increases moisture damage resistance. This study confirms that using recycled materials such as OSP to replace aggregates in AC, contributing to the goals of energy-saving and carbon reduction in road engineering.
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