Research Article
Effect of Blending Degree between Virgin and Aged Binder on Pavement Performance of Recycled Asphalt Mixture with High RAP Content
Table 18
Results of ANOVA (α = 0.05).
| | Pavement performance | Factors | F | Fcrit | F vs. Fcrit | Results |
| | Dynamic stability | RAP content | 24.99 | 4.26 | F > Fcrit | Significance | | TSR | RAP content | 25.27 | 4.26 | F > Fcrit | Significance | | Flexural failure strain | RAP content | 7.06 | 4.26 | F > Fcrit | Significance | | Fatigue life | RAP content | 1314.87 | 4.26 | F > Fcrit | Significance |
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