Research Article
Experimental and Numerical Study of Strength and Failure Behavior of Precracked Marble under True Triaxial Compression
Figure 10
Numerically simulated crack evolution in specimens containing single crack with different preferential angles. (a) Intact specimens. (b) θp = 90°. (c) θp = 60°.
| (a) |
| (b) |
| (c) |