Research Article
Discrete Element Analysis of the Load Transfer Mechanism of Geogrid-Ballast Interface under Pull-Out Load
Table 1
Micromechanical parameter of the DEM model [
15].
| Category | Micromechanical parameter | Ballast | Geogrid |
| Particle | Density, ρ (kg/m3) | 2700 | 800 | Porosity | 0.45 | Linear bond | Normal stiffness, kn (N/m) | 0.52 × 108 | 1.77 × 107 | Shear stiffness, ks (N/m) | 0.52 × 108 | 0.88 × 107 | Coefficient of friction, u | 0.8 | 0.5 | Parallel bond | Normal stiffness, knp (N/m3) | | 5.68 × 1011 | Shear stiffness, ksp (N/m3) | | 5.68 × 1011 | Normal strength, snp (N/m2) | | 4.56 × 108 | Shear strength, ssp (N/m2) | | 4.56 × 108 | Radius multiplier, rp | | 0.5 |
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