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

Table 3

Fitting parameters for equation (8).

Sample	Effective confining stress
	(MPa)	(10^11·kg·s^-1·m^-5)	(10^16·m^-5)	(-)
T3	1	0.034	0.024	0.991
	2	0.075	0.041	0.997
	4	0.272	0.060	0.995
	8	0.659	0.111	1.000
	12	1.456	0.225	0.999
	16	2.265	0.404	0.999
	20	3.325	0.642	0.999
	25	5.053	0.956	0.999
	30	7.637	1.318	0.999
	35	9.630	2.004	0.999
	40	13.099	2.806	0.999
TG3	1	0.049	0.018	0.998
	2	0.141	0.018	0.997
	4	0.321	0.035	0.999
	6	0.751	0.075	1.000
	8	1.364	0.111	1.000
	12	2.284	0.213	1.000
	16	3.318	0.330	1.000
	20	5.331	0.490	0.999
	25	6.492	0.677	1.000
	30	8.283	0.936	1.000
	35	10.110	1.279	0.999
	40	11.973	1.660	0.999
T8	1	0.407	0.122	1.000
	2	1.252	0.205	0.999
	4	3.408	0.529	0.999
	6	5.995	0.766	0.998
	8	8.977	1.160	0.998
	12	17.992	1.738	0.999
	16	28.205	2.791	0.997
	20	42.727	3.874	0.998
	25	64.058	5.744	0.998
	30	84.296	8.978	0.997
	35	108.969	14.091	0.998
	40	138.418	20.603	0.998