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

Table 4

Orthogonal experiment analysis table (L18(3)7).

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