Numerical Analysis of Reflective Cracking of Continuous Reinforced Composite Pavement under Multifactor Coupling

Table 3

Parameters contributing for crack tip stress intensity.

Load position	Reinforcement rate (%)	CRC-crack width (mm)	AC thickness (cm)	CRC-crack spacing (m)	AC layer’s preset-crack depth ratio	Instantaneous temperature drop (°C)	CRC-transverse-crack load transfer capacity (%)
L3	0.6	1	6	0.5	0.25	0	0
			8	1.5	0.333	20	50
			10	2.5	0.5	40	100