Table 2.
Range of pavement cross section and material properties used in sensitive analysis.
| AC courses/layers | Thickness (m) | Modulus (kpa) | Poisson's ratio | Density (kg/m3) |
|---|---|---|---|---|
| HMA | 0.1, 0.13, 0.15, 0.18, 0.2 | 3450 | 0.35 | 2400 |
| Combination of base and subbase | 0.2, 0.23, 0.26, 0.28, 0.3 | 207 | 0.40 | 2080 |
| Roadbed soil | Infinite | 34.5, 69 | 0.45 | 1920 |