The Stabilization of Weathered Dolerite Aggregates with Cement, Lime, and Lime Fly Ash for Pavement Construction

Table 9

Wet-dry cycles for cement stabilization.

W-D cycles	Binder proportion (%)	UCS (MPa)	Strain (%)	Young’s modulus [E] (MPa)
0	4C	5.1	0.067	7612
	8C	9.8	0.075	13067
	12C	13.4	0.092	14565
	16C	22.7	0.101	22475
12	4C	3.2	0.048	6667
	8C	7.6	0.075	10133
	12C	10.9	0.090	12111
	16C	18.5	0.095	19474

C: cement; UCS: unconfined compressive strength.