Based on the Linear Elastic Multi-layer Theory

using the pavement finite-element program

this article discussed the shear stress distribution regularities and influencing factors in high grade asphalt pavement layers. The results demonstrate that the max shear stress appears in surface to 3cm depth span regardless of the material characteristic and thickness in each layer. The major influencing factors on the shear stress are modulus and Poisson ratio of asphalt layer

modulus of base layer. By comparing the database with testing results

to three asphalt layers pavement structure

it is necessary to check the shear strength in wearing layer and midlayer. When checking

the precious position must be found to calculate the max shear stress in each layer.