Research Article
Study on Compaction Effect and Process of Reclaimed Soil of Nonmetallic Mines in Xinjiang, China
Table 5
Physical parameters of compaction test numerical simulation.
| Simulated porosity | Equivalent modulus (kPa) | Ratio of normal stiffness to tangential stiffness | Friction coefficient between particles | Pressure (kPa) | Damping ratio |
| 0.2842 | 1.0 × 104 | 1 | 1.3 | 33.7 | 0.7 |
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