Advances in Civil Engineering / 2019 / Article / Tab 5

Research Article

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 numberColumn1251013Experimental results: Qi (10−6 m3/s)
FactorCcClCwω

1111110.000
2112221.517
26332220.975
273333312.167

Ij22.409131.8821.274117.374121.333
IIj33.824122.85021.958121.58335.400
IIIj225.50727.008258.50842.783125.007

502.16317392.8621.62313776.65614721.697
1144.06315092.123482.15414782.4261253.160
50853.407729.43266826.3861830.38515626.750
2893.388750.5864539.002436.702571.385

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).

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