Research Article
Influence of Particle Shape on the Macroscopic and Mesolevel Mechanical Properties of Slip Zone Soil Based on 3D Scanning and 3D DEM
Table 3
Contact number in different shear stages.
| Numerical sample name | Shear stages | Consolidation state | Shear 50% | Shear complete | (%) |
| RSAM (100 kPa) | 135,892 | 130,636 | 125,111 | 7.93 | RSAM (150 kPa) | 146,072 | 143,280 | 137,364 | 5.96 | SBSM (100 kPa) | 132,903 | 127,684 | 121,405 | 8.65 | SBSM (150 kPa) | 142,523 | 139,947 | 134,484 | 5.64 |
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