Research Article
Experimental Study of Size Effects on the Deformation Strength and Failure Characteristics of Hard Rocks under True Triaxial Compression
Figure 12
Failure mode of two rock samples of SS size at the same true triaxial stress state of σ2 = 60 MPa and σ3 = 5 MPa. (a) BS granite and (b) BHT basalt.
| (a) |
| (b) |