Research Article
The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation
Table 1
The value of the mechanical parameters of each granule group.
| | Granule group(mm) | ρ (g•cm−3) | K (Mpa) | G (Mpa) | σt (kPa) | c (kPa) | φ (°) | ψ (°) |
| | d ≤ 5 | 1.85 | 35 | 10 | 0 | 39.1 | 21.7 | 3.1 | | 5 < d ≤ 10 | 1.91 | 70 | 30 | 0 | 26.2 | 22.6 | 3.8 | | 10 < d ≤ 20 | 2.10 | 120 | 75 | 0 | 34.7 | 24.2 | 4.6 | | 20 < d ≤ 40 | 2.21 | 260 | 105 | 0 | 52.3 | 29.4 | 5.2 | | 40 < d ≤ 60 | 2.28 | 700 | 310 | 0 | 86.0 | 32.5 | 6.0 | | 20 < d ≤ 30 | 2.16 | 175 | 95 | 0 | 44.1 | 27.4 | 4.9 | | 40 < d ≤ 50 | 2.25 | 540 | 275 | 0 | 67.3 | 31.5 | 5.8 |
|
|
Note. ρ, density; K, bulk modulus; G, shear modulus; , tensile strength; c, cohesion; , internal friction angle; , dilatancy angle. |