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- W4319081488 endingPage "130568" @default.
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- W4319081488 abstract "Several elements, including ultraviolet light, humidity, temperature, vehicle load, etc., have an impact on the asphalt pavement concurrently during the road service process, gradually diminishing the road’s service level. The self-created Life Cycle Analysis System (LCAS) was employed to simulate the cumulative effects of multiple aging components during the service process. The freeze–thaw splitting test, dynamic creep test, and notched semi-circular bending test were conducted after the hot recycled and the fresh asphalt mixtures were subjected to varying durations of simulated aging. The results indicate that initially, the road performance of the hot recycled asphalt mixture is comparable to the fresh asphalt mixture. However, the fresh asphalt mixture outperforms the hot recycled mixture in all but water stability over time. The attenuation degree of the flow number (FN) differs by 22.5% between the two kinds of mixtures, while the fracture energy differs by 53.3%. The performance of the hot recycled asphalt mixture degrades much more rapidly than that of the fresh asphalt mixture. The LCAS method can well simulate the actual service environment of asphalt pavement constructed with RAP materials and provide help for the performance evaluation of RAP pavement in road engineering and subsequent related research." @default.
- W4319081488 created "2023-02-04" @default.
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- W4319081488 date "2023-03-01" @default.
- W4319081488 modified "2023-10-07" @default.
- W4319081488 title "Study on performance deterioration regularity of hot regenerated asphalt mixture under multiple aging factors" @default.
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- W4319081488 doi "https://doi.org/10.1016/j.conbuildmat.2023.130568" @default.
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