Research Article
Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing
| Ek (kJ) | Impact mass threshold m (kg) | From the perspective of u1 (mm) | From the perspective of M (kN·m) |
| 0.02 | 32 | 32 | 0.04 | 16 | 16 | 0.08 | 16 | 16 | 0.16 | Below 8 | Below 8 | 0.32 | Below 8 | Below 8 | 0.64 | Below 8 | Below 8 | 1.28 | Below 8 | Below 8 |
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