Research Article
Rutting and Fatigue Properties of Cellulose Fiber-Added Stone Mastic Asphalt Concrete Mixtures
Table 4
Accumulated strain values at termination.
| Mixtures | Cycles (seconds) | Accumulated strain |
| SMA 25 mm | ≥10000 | 5711 | SMA 19 mm | ≥10000 | 4868 | SMA 12.5 mm | ≥10000 | 9912 |
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