Analysis of Factors Influencing Stability of Overlying Soil Layer on Thin Bedrock Based on Crack Development-Closure Test

Table 5

Calculating table of the sum of squares of deviations of experimental factors.

Experiment number	Column	1	2	5	10	13	Experimental results: Qi (10^−6 m^3/s)
	Factor	Cc	Cl	Cw	ω
1		1	1	1	1	1	0.000
2		1	1	2	2	2	1.517
⋮	⋮	⋮	⋮	⋮	⋮	⋮	⋮
26		3	3	2	2	2	0.975
27		3	3	3	3	3	12.167
Ij		22.409	131.882	1.274	117.374	121.333
IIj		33.824	122.850	21.958	121.583	35.400
IIIj		225.507	27.008	258.508	42.783	125.007
		502.163	17392.862	1.623	13776.656	14721.697
		1144.063	15092.123	482.154	14782.426	1253.160
		50853.407	729.432	66826.386	1830.385	15626.750
		2893.388	750.586	4539.002	436.702	571.385

The soil layer in experiment No. 21 and No. 24 is destroyed, and their experimental results tend to  m³/s. Because the value cannot participate in the calculation, the rate of flow result in experiment No. 21 and No. 24 is calculated to be a larger value of 100 (10⁻⁶ m³/s).