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Peng, X., Shi, F., Yang, J., Yang, Q., Wang, H. and Zhang, J. (2023) Modification of Construction Waste Derived Recycled Aggregate via CO₂ Curing to Enhance Corrosive Freeze-Thaw Durability of Concrete. Journal of Cleaner Production, 405, Article 137016.
https://doi.org/10.1016/j.jclepro.2023.137016

has been cited by the following article:

• TITLE: Effect of Carbonated Recycled Coarse Aggregate on the Durability of Recycled-Aggregate Thermal-Insulating Concrete under Salt Freeze-Thaw Conditions

  AUTHORS: Lucen Hao

  KEYWORDS: Carbonation, Recycled Coarse Aggregate, Recycled-Aggregate Thermal-Insulating Concrete, Chloride Attack, Freeze-Thaw Cycles

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.14 No.4, November 10, 2026

  ABSTRACT: This study investigated the effects of carbonation-treated recycled coarse aggregate on the compressive strength and splitting tensile strength of recycled-aggregate thermal-insulating concrete (RATIC-CO2), as well as its durability under combined chloride exposure and freeze-thaw cycling. The water absorption and crushing index of the treated aggregate were 10.6% and 11.6% lower, respectively, than those of untreated aggregate. The mean compressive and splitting tensile strengths of RATIC-CO2 were 21.2% and 7.1% higher, respectively, than those of RATIC. The tensile-strength difference is descriptive because its statistical uncertainty has not been quantified. RATIC-CO2 retained a higher relative dynamic modulus after 100 cycles. The mean mass-loss rates were approximately 3.6% and 3.25% for RATIC and RATIC-CO2, respectively, at 100 cycles.