Mechanical Characteristics for Rocks under Different Paths and Unloading Rates under Confining Pressures

Table 1

Initial geostress condition of various rock samples.

Paths	Number
		(MPa)	(MPa)	(MPa⋅s^−1)	(MPa⋅s^−1)
I	x0-0	10	201.52	0.05	0
	x1-0	20	265.22	0.05	0
	x2-0	30	301.10	0.05	0
	y0-0	10	201.52	0.1	0
	y1-0	20	265.22	0.1	0
	y2-0	30	301.10	0.1	0
	z0-0	10	201.52	0.5	0
	z1-0	20	265.22	0.5	0
	z2-0	30	301.10	0.5	0
	b0-0	10	201.52	1.0	0
	b1-0	20	265.22	1.0	0
	b2-0	30	301.10	1.0	0
II	x0-1	10	201.52	0.05	−0.05
	x1-1	20	265.22	0.05	−0.05
	x2-1	30	301.10	0.05	−0.05
	y0-1	10	201.52	0.1	−0.1
	y1-1	20	265.22	0.1	−0.1
	y2-1	30	301.10	0.1	−0.1
	z0-1	10	201.52	0.5	−0.5
	z1-1	20	265.22	0.5	−0.5
	z2-1	30	301.10	0.5	−0.5
	b0-1	10	201.52	1.0	−1.0
	b1-1	20	265.22	1.0	−1.0
	b2-1	30	301.10	1.0	−1.0
III	x0-2	10	201.52	0.05	0.05
	x1-2	20	265.22	0.05	0.05
	x2-2	30	301.10	0.05	0.05
	y0-2	10	201.52	0.1	0.1
	y1-2	20	265.22	0.1	0.1
	y2-2	30	301.10	0.1	0.1
	z0-2	10	201.52	0.5	0.5
	z1-2	20	265.22	0.5	0.5
	z2-2	30	301.10	0.5	0.5
	b0-2	10	201.52	1.0	1.0
	b1-2	20	265.22	1.0	1.0
	b2-2	30	301.10	1.0	1.0