Research on the influence of particle size distribution of high-quality recycled coarse aggregates on the mechanical properties of recycled concrete
Shuai Zong (Wuhan University, TU Delft - Resources & Recycling)
C. Chang (Structural Design & Mechanics)
P.C. Rem (TU Delft - Support CEG)
Abraham Gebremariam (TU Delft - Resources & Recycling)
F. Maio (TU Delft - Resources & Recycling)
Yiyan Lu (Wuhan University)
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Abstract
To alleviate the excessive extraction from natural resources and to properly manage construction waste, recycled concrete technology is globally recognized as an eco-friendly way to address these escalating challenges. This study explores the influence of three particle size distributions (PSD) (upper, median, and lower limits) and two curing conditions (normal: 19–25 °C, humidity 48–56 %; lab standard: 20 ± 2 °C, humidity ≥ 95 %) on the compressive strength, tensile splitting strength, and strength development of recycled concrete through a series of experiments. The detailed data make up the research gap in this aspect and reveal that the influence of the PSD on the compressive strength and tensile splitting strength is limited. However, a favourable curing condition benefits the mechanical properties of recycled concrete, especially in resisting tension. In terms of compressive strength, this study indicates that recycled concrete has the potential to replace natural aggregates totally and is feasible to be applied in almost all practical engineering applications, which provides a solid foundation for the future of sustainable construction.
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