Responses of Semi-Rigid Base Asphalt Pavement with Interlayer Contact Bonding Model

Table 5

Responses with interlayer bonding failure at the higher temperature.

Type of disengaging area	(mm)	(10^−6)	(10^−6)	(10^−6)	(10^−6)	(10^−6)
D0	−0.514	84.577	107.260	76.952	82.064	−180.183
D1	−0.514	88.914	116.341	76.894	82.122	−180.188
D2	−0.515	167.612	244.941	76.548	82.620	−180.272
D3	−0.519	199.204	309.621	75.911	84.146	−181.104
D4	−0.524	220.087	353.903	77.214	84.671	−182.094
D5	−0.528	230.736	379.681	78.874	85.583	−183.317