Composite Strain Hardening Properties of High Performance Hybrid Fibre Reinforced Concrete

Table 2

Final mixture proportions reached based on the initial studies.

Coarse aggregate (CA)—mortar (M) %	Binder (B) kg/m^3		Fine aggregate (FA) kg/m^3	Coarse aggregate (CA) kg/m^3	Water/binder ratio	Chemical admixture (HRWR)
	Cement	Slag
CA 60%—M 40%	225	225	705.26	1258.34	0.3	1%