Delivering Sustainable Solutions through Improved Mix and Structural Design Functions for Bitumen Stabilised Materials

Table 2

Shear parameter limits for triaxial tests.

Class	RA (%)	Triaxial
		Cohesion (kPa)	Friction angle (°)	Retained cohesion (%)
BSM 1	<50	250	40	75
	50–100	265	38	75
BSM 2	<50	200	38	65
	50–100	225	35	75