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

Table 6

Responses with different overload level at the higher temperature.

Overload level (%)	(mm)	(10^−6)	(10^−6)	(10^−6)	(10^−6)	(10^−6)
0	−0.514	84.577	107.260	76.952	82.064	−180.183
25	−0.643	105.719	134.073	96.190	102.579	−225.228
50	−0.771	126.861	160.885	115.428	123.095	−270.274
75	−0.900	148.002	187.697	134.666	143.611	−315.319
100	−1.028	169.143	214.508	153.904	164.126	−360.364