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

Table 5

Stress value of the asphalt concrete layer when IRI = 6.

	(MPa)	(MPa)	(MPa)	(MPa)	(MPa)
Type D0	0.274626	0.087097	0.297205	0.161153	0.092727
Type D1	0.339848	0.430552	0.394346	0.171558	0.126995
Type D2	0.556346	0.497758	0.585864	0.206075	0.194432
Type D3	0.323336	0.430185	0.312521	0.190524	0.097266
Type D4	0.456856	0.479859	0.413859	0.186459	0.170920