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- W4310859964 abstract "The excellent mechanical properties of fibers contribute to the properties of asphalt materials. However, the current research is mainly focused on fiber-modified asphalt mixtures, and there is a lack of understanding of the effect of fibers on the functions of asphalt mastics. This study aims to obtain the optimal design of basalt fiber-modified asphalt mastics based on their rheological properties. Basalt fibers with three lengths (3, 6 and 9 mm) and four proportions (0 %, 3 %, 6 % and 9 % of asphalt mass) were used in this study. Dynamic shear and bending beam rheometer tests were conducted to evaluate their rheological performance. The experimental results showed that basalt fibers enhanced the stiffness, rutting resistance and cracking potential of asphalt mastics while reducing their fatigue performance. However, the S value gradually decreased, and the m value gradually increased as the temperature was changed from −18 °C to −12 °C and then to −6°C, representing that the temperature was favorable to enhancing the low-temperature performance of asphalt mastics. Besides, an analysis of fatigue cracking results showed that the asphalt mastic materials followed a two-phase crack growth model, exhibiting identical crack initiation phases and different crack propagation behavior. Finally, a modification design with the optimal overall performance was obtained through statistical analysis: the fiber length was 6–9 mm, and the fiber content was 3 %–6%." @default.
- W4310859964 created "2022-12-19" @default.
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- W4310859964 date "2023-01-01" @default.
- W4310859964 modified "2023-10-18" @default.
- W4310859964 title "Optimize the design by evaluating the performance of asphalt mastic reinforced with different basalt fiber lengths and contents" @default.
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- W4310859964 doi "https://doi.org/10.1016/j.conbuildmat.2022.129698" @default.
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