Research Article
Particle Flow Simulation of Failure Characteristics of Deep Rock Influenced by Sample Height-to-Width Ratios and Initial Stress Level under True-Triaxial Unloading
Figure 3
Relationship between complete stress-strain curve and AE.
(a) , S1 |
(b) , S2 |
(c) , S3 |
(d) , S1 |
(e) , S2 |
(f) , S3 |
(g) , S1 |
(h) , S2 |
(i) , S3 |