4.7 Article

Sulfate attack resistance of recycled aggregate concrete with NaOH-solution-treated crumb rubber

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Effect of freeze-thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase

Mohammad Saberian et al.

Summary: The study evaluates the effects of freeze-thaw process on the engineering properties of recycled concrete aggregate containing crumb rubber for pavement base and subbase applications. The results indicate that the resilient modulus of the RCA/rubber blends subjected to freeze-thaw cycles is higher than that of the control samples, while the unconfined compressive strength (UCS) of F-T samples is slightly lower. It is found that the UCS value of T-F samples is remarkably higher. Based on the preliminary findings, the blends of RCA and crumb rubber can be used for pavement base/subbase subjected to freeze-thaw cycles as a low carbon and cost-effective option.

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