Research Article
Asphalt Pavement Mechanical Response of Accelerated Pavement Testing in Single-Axle and Dual-Axle Loading Modes
Table 9
Time accumulation of strain.
| V (km/h) | W (T) | 16T (single axle) | 13T (single axle) | 10T (single axle) | 13T (dual axle) | 10T (dual axle) |
| 11.4 | −45.64 | 45.34 | −41.79 | 44.92 | −31.76 | 39.02 | — | — | — | — | 17.7 | −24.3 | 29 | −22.24 | 23.3 | −14.6 | 21.52 | −31.96 | 42.51 | −33.19 | 50.32 | 12.7 | −16.52 | 20.36 | −15.14 | 16.81 | −12.52 | 18.36 | −21.49 | 27.69 | −22.02 | 37.195 | 26.5 | −13.04 | 16.59 | −11.95 | 15.15 | −11.58 | 18.03 | −16.58 | 24.01 | −16.81 | 28.71 |
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