Research Article
Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study
Table 7
Regression coefficients of the fatigue curves:
approach for unaged mixtures.
| Mixture | (μm/m) | (-) | (106) (μm/m) | (-) |
| CM/R0 | 3315.6 | | 99 | 0.9809 | CM/R2 | 3081.3 | | 134 | 0.9923 | CM/R4 | 2552.4 | | 173 | 0.9978 | SM/R0 | 4160.3 | | 147 | 0.9763 | SM/R2 | 3166.5 | | 208 | 0.9750 | SM/R4 | 2811.0 | | 261 | 0.9849 | HM/R0 | 4359.3 | | 250 | 0.9763 | HM/R2 | 2902.9 | | 310 | 09841 | HM/R4 | 2362.3 | | 366 | 0.9949 |
|
|