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

Table 4

Properties of the raw materials.

Materials	Parameter		Value
Aggregate	Apparent density (g/cm^3)		2.71
	Crushing value (%)		16.7
	Abrasion ratio (%)		18.2
	Percentage of flat-elongated particles (%)		3
Asphalt	Standard viscosity (s, C25,3)		21
	Penetration (0.01 mm, 100g, 25°C, 5s)		78
	Softening point (°C)		55
	Ductility (cm, 5°C)		> 100
	Stability (%, 1 day)		≤1
Mineral powder	Apparent density (g/cm^3)		2.669
	Water content (%)		0.04
	Hydrophilic coefficient		0.7
	Proportion of particle size (%)	<0.6 mm	100
		<0.15 mm	95.8
		<0.075 mm	91
Cement	Water requirement (%)		26
	Initial setting time (h)		3.95
	Final setting time (h)		4.92