A Coupled Damage-Permeability Constitutive Model for Brittle Rocks Subjected to Explosive Loading

Table 3

Model parameter.

t0	a			Tc (MPa)	C	K0 ()	E (GPa)
1.215	0.5	0.28	0.2	1.32	0.4	46.2	43	0.001

The parameters are derived from triaxial experiment and literature value [10, 22, 23, 27].