Study on the Deformation of Pavement Structure with Multiplex Organic Hydraulicity Mixture under Driving Load Based on Simulation and Experiment

Table 1

Pavement structure materials and parameters.

Pavement structure layer		Thickness (cm)	Resilient modulus (MPa)	Poisson’s ratio
Upper layer	AC-13	4	1400	0.35
	MMOH		1600
Middle layer	AC-20	6	2000	0.35
	CMOH		2400
Lower layer	AC-25	8	3500	0.35
Base	CTB	40	1200	0.2
Subbase	CTB	25	300	0.3
Subgrade	SG	-	45	0.4

AC: asphalt concrete; MMOH: medium-grained MOH mixture; CMOH: coarse-grained MOH mixture; CTB: cement-treated macadam base; SG: subgrade.