Research Article
Equivalent Resilient Modulus Inversion and Calculation of Different Asphalt Pavement Structures
Table 6
Calculation of equivalent resilient modulus of the top surface of structure S1.
| Load layer | Determined method | Base layer | Cushion layer and roadbed |
| Lower layer | Inversion modulus value (MPa) | 8417 | 489 | Equivalent resilient modulus | Theoretical calculation method (MPa) | 3039 | Inversion method (MPa) | 1845 | Deviation value (%) | 65 | Middle layer | Inversion modulus value (MPa) | 8417 | 185 | Equivalent resilient modulus | Theoretical calculation method (MPa) | 1858 | Inversion method (MPa) | 1336 | Deviation value (%) | 39 | Upper layer | Inversion modulus value (MPa) | 8417 | 195 | Equivalent resilient modulus | Theoretical calculation method (MPa) | 1913 | Inversion method (MPa) | 1344 | Deviation value (%) | 42 |
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