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Composition optimization of mastic in recycled asphalt mixtures based on pavement performance
Xiaohui Li1, Zhanghong Liu1, Kaimin Fu2
1Jiangxi Ganyue Expressway Co., LTD, Nanchang, China.
Optimizing asphalt mastic with recycled asphalt pavement (RAP) materials enhances highway construction. A 1.4 mineral filler-binder ratio and 50:50 fine RAP-to-aggregate ratio yield superior mechanical performance and durability.
Area of Science:
- Civil Engineering
- Materials Science
- Sustainable Construction
Background:
- Natural aggregate depletion and environmental regulations drive the use of recycled asphalt pavement (RAP) in highway construction.
- Asphalt mastic performance, crucial for RAP mixtures, depends on fine RAP (FRAP), fine aggregates, mineral filler, and binder interactions.
- Current understanding of these interactions, including fine aggregate gradation (K value), mineral filler-binder ratio, and FRAP-fine aggregate ratio, is limited for informed asphalt mastic design.
Purpose of the Study:
- To investigate the compositional characteristics of asphalt mastic.
- To propose an optimized gradation for asphalt mastic suitable for engineering applications.
- To evaluate the impact of various compositional parameters on mastic performance.
Main Methods:
- Investigated the influence of mineral filler-binder ratio, FRAP-fine aggregate ratio, and K value on asphalt mastic performance.
- Utilized analysis of variance (ANOVA) to determine the significance of each factor.
- Evaluated the effect of coarse aggregate-to-asphalt mastic ratio on overall mixture performance.
Main Results:
- An optimal asphalt mastic composition was identified with a mineral filler-binder ratio of 1.4, a FRAP-fine aggregate ratio of 50:50, and a K value of 0.65.
- The mineral filler-binder ratio was the most significant factor (p < 0.001), followed by the FRAP-fine aggregate ratio (p < 0.01).
- A coarse aggregate-to-asphalt mastic ratio of 75:25 provided the most balanced mixture performance, leading to a 35% increase in dynamic stability and a 28% increase in fracture toughness compared to standard gradations.
Conclusions:
- The study successfully identified optimal parameters for asphalt mastic design using recycled materials.
- The optimized mastic composition significantly improves the mechanical performance and durability of asphalt mixtures, enhancing resistance to rutting and cracking.
- The findings provide a basis for informed engineering applications of RAP in sustainable highway construction.
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