Research Article
Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining
| Test number | Density of surrounding rock g/cm3 | Explosive quantity g | Cover thickness cm | Explosive density g/cm3 | Detonation velocity of black powder m/s | Shear wave velocity of rock m/s | Diameter of explosive column mm |
| 3 | 1.613 | 2.5 | 3 | 1.63 | 500 | 154.8 | 11 |
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