Effect of the Dynamic Load on Stresses in a Deck Pavement with an Interlayer Contact Model

Table 3

Parameters for the finite element computing model.

	Elastic modulus (GPa)	Thickness (m)	Poisson’s ratio
Asphalt concrete layer	1.20	0.080	0.25
Waterproof layer	0.15	0.002	0.30
Cement concrete layer	30.00	0.080	0.15
Box girder bridge	36.00	—	0.15