|
|
|
Risk Analysis of Subway Crossing Irregular-Plate Bridge and Technical Scheme of Controllable Active Pile Underpinning
|
|
Hu Yougang,He Ping
|
|
| |
Table 3 Settlement value of pier column under various working conditions
|
|
| Pile column No. | Working Condition 1
pier column settlement/mm | Working Condition 2
pier column settlement/mm | Working Condition 3
pier column settlement/mm | | 1 | -8.37 | -2.79 | -0.64 | | 2 | -8.40 | -2.79 | -0.64 | | 3 | -8.75 | -3.19 | -0.71 | | 4 | -9.37 | -2.67 | -0.61 | | 5 | -8.70 | -3.73 | -0.80 | | 6 | -8.45 | -2.46 | -0.68 | | 7 | -8.37 | -2.43 | -0.68 | | 8 | -8.40 | -2.34 | -0.67 | | 9 | -8.35 | -2.37 | -0.67 | | 10 | -8.28 | -2.32 | -0.65 | | 11 | -8.25 | -2.27 | -0.64 |
|
|
|