Transient Pulse Test for Non-Darcy Flow Behaviors and Hydromechanical Coupling Effect of Fractured Limestone

Table 1

Initial crack width of the rock sample terminal face.

Specimen number (mm)	1	2	3	4	5	6	7	Average value
M07	0.28	0.18	0.17	0.26	0.18	0.22	0.48	0.25