Study of the Permanent Deformation of Soil Used in Flexible Pavement Design

Table 7

Total values of PD and WTS obtained in the design.

Occurrence	Design time (years)	Pavements designed (types of coatings)
		DST	HMBC^1	HMBC^2
PD (mm)	10	7.36	11.31	12.60
CA (%)		18.0	0.07	0.0