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

-

-

-