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

Table 6

Stress value of the asphalt concrete layer when IRI = 10.

	(MPa)	(MPa)	(MPa)	(MPa)	(MPa)
Type D0	0.386547	0.122836	0.422160	0.227311	0.130166
Type D1	0.478958	0.604918	0.558667	0.240900	0.177892
Type D2	0.783280	0.699711	0.828351	0.290451	0.272589
Type D3	0.455583	0.600399	0.443535	0.266538	0.138615
Type D4	0.637275	0.669413	0.586323	0.260713	0.238741