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

Table 3

Results of the characterization tests of the collected materials.

Materials	CBR (%)	Expansion (%)	DSG (g/cm³)	Hot (%)	AASTHO
M1	11.3	0.070	1.89	12.5	A-2-6
AB	41.9	—	1.97	6.0	A-2-4
Mixture	66.3	—	2.122	6.5	—