Table 6 Material parameters of Anti-Sliding pile model at different strength reduction Rates.
Test piece number | Concrete compressive strength fc(MPa) | Yield strength of tensile steel bars fy(MPa) | Bond strength of reinforced concrete Ï„ (MPa) | Yield load of Anti-slip pile kN |
|---|---|---|---|---|
1 | 30 | 335 | 22.6 | 18.98 |
A1 | 28.5 | 335 | 22.6 | 18.98 |
A2 | 27 | 335 | 22.6 | 18.95 |
A3 | 25.5 | 335 | 22.6 | 18.91 |
A4 | 24 | 335 | 22.6 | 18.90 |
A5 | 22.5 | 335 | 22.6 | 18.86 |
B1 | 30 | 318.25 | 22.6 | 17.88 |
B2 | 30 | 301.5 | 22.6 | 16.78 |
B3 | 30 | 284.8 | 22.6 | 15.68 |
B4 | 30 | 268 | 22.6 | 14.58 |
B5 | 30 | 251.25 | 22.6 | 13.48 |
C1 | 30 | 335 | 21.47 | 18.61 |
C2 | 30 | 335 | 20.34 | 18.13 |
C3 | 30 | 335 | 19.21 | 17.86 |
C4 | 30 | 335 | 18.08 | 17.51 |
C5 | 30 | 335 | 16.95 | 17.11 |
