Study on the Modification Formula of Earth Material Compound with Cement and Gravel by Single Lattice Theory

Table 10

Regression analysis of peak displacement of raw soil mixed with cement and gravel.

Source parameter	df	SS		MS		F
Regression	3	SSR	0.94	MSR	0.3133	28.73	Remarkable
Deviation	7	SSe	0.12	MSe	0.0170
Uncorrected summation	10	SST	1.06
	R^2	0.9441