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Risk Analysis of Subway Crossing Irregular-Plate Bridge and Technical Scheme of Controllable Active Pile Underpinning
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Hu Yougang,He Ping
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Table 2 Settlement of various pier columns without reinforcement measures
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| Pile column No. | Pile column settlement without reinforcement measures/mm | Pile column settlement with reinforcement measures/mm | | 1 | -0.56 | -0.12 | | 2 | -0.55 | -0.11 | | 3 | -0.58 | -0.13 | | 4 | -0.92 | -0.32 | | 5 | -0.61 | -0.14 | | 6 | -0.59 | -0.07 | | 7 | -0.59 | -0.09 | | 8 | -0.55 | -0.11 | | 9 | -0.60 | -0.13 | | 10 | -0.59 | -0.11 | | 11 | -0.55 | -0.09 |
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