[Retracted] Viscoelastic-Thermodynamic Model and Crack Propagation in Asphalt Concrete Pavement

Table 1

Stress around cracks of viscoelastic asphalt pavement under different temperature conditions (a = 5 mm).

20°C		30°C		40°C		50°C		60°C
Time (s)	Misesmax (kPa)	Time (s)	Misesmax (kPa)	Time (s)	Misesmax (kPa)	Time (s)	Misesmax (kPa)	Time (s)	Misesmax (kPa)
0	0	0	0	0	0	0	0	0	0
0.1	666	0.1	500	0.1	420	0.1	400	0.1	385
0.2	1332	0.2	1000	0.2	840	0.2	800	0.2	770
0.3	1998	0.3	1500	0.3	1260	0.3	1200	0.3	1155
0.4	2664	0.4	2000	0.4	1680	0.4	1600	0.4	1540
0.5	3330	0.5	2500	0.5	2100	0.5	2000	0.5	1925
0.6	3996	0.6	3000	0.6	2520	0.6	2400	0.6	2310