Research Article
Experimental Investigation on Hydraulic Properties of Granular Sandstone and Mudstone Mixtures
Figure 10
Variation of non-Darcy hydraulic properties during loading of each sample. Weight ratio of SP/MP: (a) 1 : 0; (b) 2 : 1; (c) 1 : 1; (d) 1 : 2; and (e) 0 : 1.
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(b) |
(c) |
(d) |
(e) |