Investigating the Combined Effects of Inherent and Stress-Induced Anisotropy on the Mechanical Behavior of Granular Materials Using Three-Dimensional Discrete Element Method

Table 1

Particle size and number of particles for different specimens.

Particle size (mm)	4.75–6.5	6.5–8	8–9.5	9.5–13.25	13.25–15
Number of particles	3925	1346	878	531	204