Research Article

Comparison of Real Response and Theoretical Modeling of Pavement with Thick Asphalt Layers under Heavy Traffic Load

Table 3

Static modulus.

Pavement layersModulus (MPa) combination IModulus (MPa) combination IIModulus (MPa) combination IIIPoisson’s ratio

SMA-134504504500.25
AC-207007007000.25
AC-25C, AC-25F800100012000.25
CTB1400140014000.20
Granular4004004000.25
Subgrade4040400.3