Hydraulic Fracturing Mechanism of Rock Mass under Stress-Damage-Seepage Coupling Effect

Table 1

Rock parameters of damage constitutive model.

Sample
P1	4.98	23.86	0.25	1.20	212.75
P2	9.98	24.14	0.25	2.08	225.63
P3	14.98	23.10	0.24	1.76	214.56
P4	19.97	22.05	0.23	1.78	277.51
P5	24.73	35.44	0.28	1.91	360.72