Uniaxial Experimental Study of the Deformation Behavior and Energy Evolution of Conjugate Jointed Rock Based on AE and DIC Methods
Table 1
UCS and elastic modulus of specimens.
Parameter
Included angle α
Intact
0°
30°
45°
60°
90°
UCS (MPa)
43.14
40.94
42.45
46.33
36.94
131.43
Elastic modulus (GPa)
17.68
16.48
15.30
21.06
23.92
34.75
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