Experimental and Numerical Modelling of Nonlinear Flow Behavior in Single Fractured Granite

Table 1

Geometrical parameters for each sample.

Rock type	Sample no.		Length	Width		Average ()	JRC	Average (JRC)
(-)	(-)		(mm)	(mm)	(-)	(-)	(-)	(-)
Granite	T3	Side 1	99.80	49.56	1.035	1.036	14.386	14.520
		Side 2			1.037		14.654
	TG3	Side 1	100.70	49.96	1.060	1.059	18.556	18.360
		Side 2			1.057		18.163
	T8	Side 1	99.76	49.44	1.047	1.045	16.592	16.246
		Side 2			1.043		15.900