Research Article
Dynamic Inversion Analysis of Structural Layer Modulus of Semirigid Base Pavement considering the Influence of Temperature and Humidity
Table 4
Modulus inversion results.
| Number | Structural layer | Structural layer modulus (MPa) | Inverse modulus (MPa) | Inversion relative error (%) |
| 1 | Surface course | 1200 | 1190 | −0.83 | Base course | 1400 | 1404 | 0.29 | Subgrade | 60 | 58 | −2.77 | 2 | Surface course | 2330 | 2346 | 0.70 | Base course | 1700 | 1702 | 0.14 | Subgrade | 110 | 106 | −3.73 | 3 | Surface course | 1550 | 1533 | −1.12 | Base course | 2200 | 2229 | 1.30 | Subgrade | 140 | 140 | −0.07 | 4 | Surface course | 3600 | 3618 | 0.49 | Base course | 1300 | 1290 | −0.79 | Subgrade | 35 | 34 | −2.86 | 5 | Surface course | 2350 | 2401 | 2.16 | Base course | 800 | 819 | 2.31 | Subgrade | 50 | 50 | 0.00 | 6 | Surface course | 3200 | 3169 | −0.98 | Base course | 1400 | 1413 | 0.90 | Subgrade | 90 | 91 | 1.11 | 7 | Surface course | 3800 | 3819 | 0.49 | Base course | 1100 | 1100 | −0.01 | Subgrade | 140 | 144 | 2.86 |
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