Research Article
Research on the Seismic Performance of Prefabricated Bridge Piers Using UHPC Grout under an Eccentric Load
Table 1
Grouping of the experimental model.
| | Groups | Types | Longitudinal reinforcing bar diameter (mm) | Single pier area (mm2) | Number of Piers | Sectional area (mm2) | Reinforcement ratio (%) |
| | A | Cast-in-place + axial load | 25 | 490.9 | 8 | 510 × 510 | 1.51 | | B1 | UHPC-grouted corrugated pipe + axial load | 25 | 490.9 | 8 | 510 × 510 | 1.51 | | B2 | UHPC-grouted corrugated pipe + eccentric load | 25 | 490.9 | 8 | 510 × 510 | 1.51 |
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