This paper investigates two scenarios involving new-to-old concrete: (1) older concrete structures that have undergone freeze-thaw deterioration over time before being repaired, and (2) the integration of new concrete with existing concrete to create a monolithic structure, which is then exposed to freeze-thaw cycling (FTC). The study assesses the durability of these new-to-old concrete specimens, focusing on the combined impacts of FTC and chloride penetration. The anti-freeze-thaw performance is measured through mass changes and ultrasonic testing, while chloride ion penetration is evaluated with Rapid Chloride Migration (RCM) tests. Results show that greater mass loss is observed in new-to-old concrete specimens bonded after freeze-thaw exposure (referred to as FB specimens) compared to those pre-bonded before freeze-thaw exposure (referred to as BF specimens). The reduction in ultrasonic wave velocity is more pronounced in cubic L-BF specimens than in monolithic specimens. The ultrasonic wave velocity of L-BF specimens decreased linearly with an increase in FTC cycles, reaching 30.2 % damage degree at 200 cycles. In cylindrical C-FB specimens, the average migration coefficient of chloride ions in the aged concrete region significantly exceeds that in the new concrete region, with an increase ranging from 58 % to 211 %. However, the difference in the migration coefficient of chloride ions between the aged concrete region and the interface is slight, only slightly lower than that at the interface (−6.54 % to −17.23 %). In C-BF specimens, when the cycle of FTC is less than 50, the average migration coefficient of chloride ions in the new and aged concrete regions is close, with a difference of no more than 7.31 %. As the number of cycles increases, the average migration coefficient of chloride ions in the new concrete region gradually exceeds that in the aged concrete region, with an increase ranging from 29.73 % to 81.84 %. However, they are both substantially lower than the chloride ion diffusion coefficient at interface. The new-to-old concrete interface emerges as the primary pathway for chloride ion penetration. An Interface Zone Effect (IZE) index is introduced, revealing that C-FB specimens with new-to-old concrete bonded after freeze-thaw exposure have lower IZE indices than those of C-BF specimens bonded before freeze-thaw.
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