Abstract

Concrete mixes with 0%, 25%, 50% and 100% recycled coarse aggregate were subjected to 300 freeze–thaw cycles. Mixes with up to 25% replacement retained strength and durability comparable to conventional concrete, while higher replacement levels showed greater mass loss.

Keywords

recycled aggregateconcrete durabilityfreeze–thawsustainability

How to cite

Author, A., & Aziz, O. (2026). Performance of recycled aggregate concrete under repeated freeze–thaw cycles. Engineering Tomorrow, 1(1), 13-24. https://www.tomorrowpublication.com/engineering/article/8
Author A, Aziz O. Performance of recycled aggregate concrete under repeated freeze–thaw cycles. Eng Tomorrow. 2026;1(1):13-24. Available from: https://www.tomorrowpublication.com/engineering/article/8
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