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