Research Article
Influence of Antistripping Additives and Rejuvenators on Healing Performance of Moisture-Damaged HMA
Table 4
The initial force of moisture damage asphalt mixtures (kN).
| Freeze-thaw cycle | Mixture types | Type C | Type A | Type B | Type 1 | Type 2 |
| 0 | 2.45 ± 0.10 | 2.56 ± 0.13 | 2.62 ± 0.11 | 2.53 ± 0.11 | 2.55 ± 0.13 | 1 | 2.31 ± 0.12 | 2.52 ± 0.14 | 2.54 ± 0.15 | 2.43 ± 0.13 | 2.47 ± 0.13 | 3 | 2.11 ± 0.09 | 2.45 ± 0.09 | 2.47 ± 0.12 | 2.39 ± 0.12 | 2.38 ± 0.12 | 5 | 1.95 ± 0.11 | 2.21 ± 0.12 | 2.32 ± 0.17 | 2.33 ± 0.16 | 2.21 ± 0.14 |
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