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

Table 1

Material parameter table for the calculation model.

Structural layer	Material type	Thickness (cm)	Elastic modulus (MPa)	Poisson’s ratio
AC layer 1	AC	6	1,400	0.3
CRC layer	CRC	28	29,000	0.167
AC layer 2	AC	4	1,400	0.3
Base	CTB	18	8,000	0.25
Subbase	GM	20	500	0.35
Road base	Compacted soil	424	60	0.4