Research Article
Experimental Study on the Damage of Bridge Pier under the Impact of Rockfall
Table 1
Experimental materials of the model column.
| Category | Type | Material | Size (mm) | Quantity |
| Model frame | (1) Model column | PVC plastic dam-U315 | R = 300; H = 2500 | 3 | (2) Base | Steel and wood | 870 × 870 × 370 (length × width × height) | — | (3) Reserved holes | PVC plastic dam–U75 | L = 800 | 4 | Reinforcement | (1) Column longitudinal reinforcement | HPB300 | 10C8 | 3.15 m × 10 pieces × 3 groups | (2) Column transverse reinforcement | CRB550 | A4 | 45 m | (3) Reinforcement of the base | HRB335 | C16 | 90 m | (4) Hoisting construction | HRB335 | B22 | 18 m | Concrete | (1) Cement | 325# portland cement | -- | 1.48 m3, 658 kg/m3 | (2) Sand | Medium (coarse) sand | -- | 1.48 m3, 743 kg/m3 | (3) Gravel | Fine gravel | -- | 1.48 m3, 1809 kg/m3 |
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