Pavement layers | Thickness | Linear model | Nonlinear model | |||
hi (mm) | ν | E (MPa) | k1 (kPa) | k2 | k3 | |
Asphalt | 80 | 0.35 | 1.300 | - | - | - |
Base (untreated) | 200 | 0.25 | 62 | 837.275 | 0.13 | −0.33 |
Base 2% | 200 | 0.25 | 84 | 279.074 | 0.65 | −0.50 |
Base 3% | 200 | 0.25 | 137 | 170.052 | 0.88 | −0.56 |
Subbase (untreated) | 250 | 0.25 | 62 | 837.276 | 0.13 | −0.33 |
Subgrade | 17.500 | 0.25 | 30 | - | - | - |