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The protective effect of the particles disappears as the particle size increases and is replaced by a powerful chiseling effect on the coatings, resulting in serious material loss. The particle size has a direct relationship with coating wear.Freeze-thaw damage is one of the most severe threats to the long-term performance of concrete pavement in cold regions. Currently, the freeze-thaw deterioration mechanism of concrete pavement has not been fully understood. This study summarizes the significant findings of concrete pavement freeze-thaw
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