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Advances in Civil Engineering
/
2018
/
Article
/
Tab 5
/
Research Article
Experimental Study on Nonlinear Seepage Characteristics and Particle Size Gradation Effect of Fractured Sandstones
Table 5
Barree–Conway seepage model parameters of fractured sandstones in different fractal dimensions.
(
μ
m
2
)
(
μ
m
2
)
(1/mm)
1.3
18.632
7.546
0.405
0.373
1.7
10.426
3.034
0.291
0.462
2.1
6.359
0.674
0.106
0.502
2.5
3.281
0.167
0.051
0.631
2.9
1.826
0.033
0.018
1.161