Research Article
Investigation of Permanent Deformation Behavior of Steel Slag Asphalt Mixture under Indoor Simulation
Table 5
Analysis results of dynamic stability for AC-16 steel slag asphalt mixture.
| Number | Temperature (°C) | Stress (MPa) | Wet or dry | Dynamic stability (times/mm) |
| 1 | 50 | 0.5 | Wet | 1625 | 2 | 50 | 0.7 | Wet | 1163 | 3 | 50 | 0.9 | Dry | 1747 | 4 | 60 | 0.5 | Dry | 2274 | 5 | 60 | 0.7 | Wet | 1058 | 6 | 60 | 0.9 | Wet | 876 | 7 | 70 | 0.5 | Wet | 806 | 8 | 70 | 0.7 | Dry | 1089 | 9 | 70 | 0.9 | Wet | 131 | K1 | 4535 | 4705 | 5110 | | K2 | 4208 | 3310 | 2845 | | K3 | 2026 | 2754 | 2814 | | x̅1 | 1512 | 1568 | 1703 | | x̅2 | 1403 | 1103 | 948 | | x̅3 | 675 | 918 | 938 | | Rj | 836 | 650 | 765 | |
|
|