Research Article

Mechanical Characteristics and Failure Characteristics of Jointed Rock under Axial Unloading and Radial Unloading

Table 2

Test results of cracked specimens under different axial unloading and radial unloading paths.

Unloading conditionsCracked inclination angle (°)Initial confining pressure (MPa)Confining pressure unloading rate (MPa/s)Axial pressure unloading rate (mm/min)Strength (MPa)Average of strength (MPa)Error (MPa2)

Axial unloading and radial unloading path0150.50.143.2542.801.01
44.07
42.55
41.33
30150.50.138.4839.41.20
40.02
40.88
38.22
45150.50.141.0740.171.11
41.29
39.56
38.76
60150.50.143.1642.151.49
42.31
43.02
40.11
90150.50.146.4245.200.89
44.28
45.82
44.28
45150.10.140.8739.401.01
39.64
38.97
38.12
45151.00.143.6742.320.98
42.85
41.55
41.21
45100.50.140.8239.301.05
39.56
38.74
38.08
4580.50.140.3439.011.26
39.76
38.49
37.45