Experimental Study of the Mechanical Characteristics of a Rock-Like Material Containing a Preexisting Fissure under Loading and Unloading Triaxial Compression

Table 3

Strength of the rock-like specimens with varying fissure inclinations under type I and II tests.

Specimen	Inclination (°)	Failure strength (MPa)	Residual strength (MPa)	Type
A0-2	0	67.95	80.76	I
A0-4	0	47.20	41.47	II
A1-1	30	68.67	69.28	I
A1-2	30	50.14	39.96	II
A2-1	60	85.86	59.87	I
A2-3	60	59.89	36.96	II
A3-3	90	98.62	68.08	I
A3-5	90	74.04	33.07	II