Research Article
3D Numerical Simulation of Landslides for the Full High Waste Dump Using SPH Method
Table 1
The mechanical properties for the benchmark [
38].
| | Material | Variable | Value |
| | Dry sand | Young’s modulus (MPa) | 20.16 | | Poisson’s ratio | 0.3 | | Cohesion (kPa) | 0 | | Friction angle (°) | 35 | | Density (kg/m3) | 1450 |
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