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 cycleMixture types
Type CType AType BType 1Type 2

02.45 ± 0.102.56 ± 0.132.62 ± 0.112.53 ± 0.112.55 ± 0.13
12.31 ± 0.122.52 ± 0.142.54 ± 0.152.43 ± 0.132.47 ± 0.13
32.11 ± 0.092.45 ± 0.092.47 ± 0.122.39 ± 0.122.38 ± 0.12
51.95 ± 0.112.21 ± 0.122.32 ± 0.172.33 ± 0.162.21 ± 0.14