The Effect of Different Fibers on Granite Residual Soil Reinforced with Alkaline Solution

Table 3

The unconfined compressive strength test plan.

	Group	Specimen number	Na2SiO3 (g)	NaOH (g)
Unconfined compressive strength tests	A	GRS	0	0
	B	2 mol	40	5.76
	C	1 mol	40	22.24
	D	0.7 mol	40	38.72
	E	0.5 mol	40	55.20
	F	0.4 mol	40	71.68