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.

(a)

(b)

(c)

(d)

(e)