Advances in Civil Engineering / 2019 / Article / Tab 3

Research Article

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

Table 3

Experimental results of crack development-closure in soil layer.

Experiment numberColumn12345678910111213Experimental results: Qi (10−6 m3/s)
FactorCcClCc × ClCwCc × CwCl × CwωCc × ω

111111111111110.000
211112222222221.517
311113333333339.758
412221112223330.000
512222223331111.442
612223331112223.667
713331113332220.000
813332221113330.650
913333332221115.375
1021231231231230.000
1121232312312312.433
12212331231231211.183
1322311232313120.000
1422312313121232.050
15223131212323110.325
1623121233122310.000
1723122311233121.800
1823123122311236.033
1931321321321320.483
2031322132132136.508
213132321321321
2232131322133210.783
2332132133211324.583
243213321132213
2533211323212130.008
2633212131323210.975
27332132121313212.167

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