Research Article
Investigating the Combined Effects of Inherent and Stress-Induced Anisotropy on the Mechanical Behavior of Granular Materials Using Three-Dimensional Discrete Element Method
Figure 12
Evolution of the R principle values with an increase in b values: (a) b = 0.00; (b) b = 0.25; (c) b = 0.50; (d) b = 0.75; (e) b = 1.00.
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(b) |
(c) |
(d) |
(e) |