Research Article
Recommendation of Suitable Loading Waveforms and Wavelength Equations for Dynamic Modulus Based on Measured Wheel Loads
Table 2
Pavement structure and loading waveform.
| Pavement structure | Material | Thickness (cm) | Loading waveform |
| Top AC layer | AC-13 base asphalt (PG 64-22) | 4 | Square/haversine | Middle AC layer | AC-20 base asphalt (PG 64-22) | 6 | Haversine/bell | Bottom AC layer | AC-25 base asphalt (PG 64-22) | 8 | Haversine/bell | Base | Cement-stabilized crushed stone | 15 | N/A | Base | Cement-stabilized crushed stone | 15 | N/A | Subgrade | N/A | N/A | N/A |
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