An Optimization Model for Design of Asphalt Pavements Based on IHAP Code Number 234

Table 4

Design parameters for developing design charts.

Parameter	Value	Parameter	Value	Parameter	Value
	0.44		1960 kg/cm^2		0.5 kg/m^2
	0.32		1050 kg/cm^2		Table 2
	0.13		4.2		Table 2
	0.13		Table 1		15 cm
	0.35		Table 1		7.5 cm

Drainage coefficient for all layers is assumed to be equal to 1.