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Analysis of Monitoring Deep Foundation Pit for Xunlimen Station of Wuhan Metro |
DING Lie—yun,LI Wei—ming,WU Xian—guo,ZHOU Cheng,LUO Han—bin |
Huazhong University of Science and Technology,Wuhan,Hubei 430074,China |
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Abstract Research purposes: The open-cut method is often used for construction of metro station and with it the metro station construction affects the surrounding environment because the surrounding environment iS complex and there are many buildings and structures.For construction of Xunlimen Station of Line 2 of Wuhan metro,the distance between the excavation edge of 22 m deep foundation pit and the bridge pier light railway was only 1.25 m.The bridge piers should meet the operation requirement of light rail traffic,and they were sensitive to the differential settlements,So it waft necessary to monitor and analyze the construction in this key and complex section for offering the solution.
Research conclusions: During construction of Xunlimen Station,the monitored data on settlement showed the construction of Xunlimen Station may much affect the operation of the light railway.Through analysis of the relative position of the deep foundation pit to the bridge pier of light rail and the distribution of the soil layer,the construction scheme was optimized and the additional monitoring points are added.With these measures,the settlements of the bridge pier trended to stable and the absolute settlement values and the differential settlement values were effectively controlled in the next construction.
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Received: 16 July 2010
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[1] 沈良帅,贺少辉.复杂环境条件上跨下穿同一既有地铁隧 道的变形控制分析及施工方案优化[J].岩石力学与工程 学报, 2008(增1): 2893 -2990.
Shen Liangshua,i He Shaohui. Subsidence Controlling and Construction Scheme Optimization of Cutting Across and Underpassing an Existing Metro Tunnel Under Complex Environmental Conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2008(S1): 2893 -2990.
[2] 蔚立元,李术才,徐帮树.青岛小间距海底隧道施工优化 的有限差分分析[J].岩石力学与工程学报, 2009 (增 2): 3564 -3570.
Yu Liyuan, Li Shucai, Xu Bangshu. Finite Difference Analysis for Construction Optimization of Little Distance Subsea Tunnels in Qingdao City [J]. Chinese Journal of Rock Mechanics and Engineering, 2009(S2): 3564 -3570.
[3] 徐中华,王卫东,王建华.逆作法深基坑对周边保护建筑 影响的实测分析[J].土木工程学报, 2009(10): 88 -96.
Xu Zhonghua, W ang Weidong, Wang Jianhua. Responses of Heritage Buildings to an Adjacent Deep Excavation Using Top-down Method [J]. China Civil Engineering Journa,l 2009(10): 88 -96.
[4] 李俊,张小平.某基坑位移、沉降和内力实测结果及预警 值讨论[J].岩土力学, 2008(4): 1045 -1052.
Li Jun, Zhang Xiaoping. Discussion on Monitoring Results of Displacements, Settlements and Inner Forces of a Foundation Pit and Early-warning Value [J ]. Rock and Soil Mechanics, 2008(4): 1045 -1052.
[5] 郑刚,刁钰,吴宏伟,等.超深开挖对单桩的竖向荷载传递 及沉降的影响机理有限元分析[J].岩土工程学报, 2009 (6): 837 -845.
Zheng Gang,Diao Yu,Wu Hongwei, etc. Finite Element Analysis on Mechanism of Effect of Extra - deep Excavation on VerticalLoad Transfer and Settlement of a Single Pile [ J ]. Chinese Journal of Geotechnical Engineering, 2009(6): 837 -845.
[6] 郑刚,颜志雄,雷华阳,等.基坑开挖对临近桩基影响的实 测及有限元数值模拟分析[J].岩土工程学报, 2007(5): 638 -643.
Zheng Gang, Yan Zhixiong, Lei Huayang, etc. Field Observation and Finite Element Numerical Simulation Analysis of Effect on Adjacent Piles Due to Excavation [J].Chinese Journal of Geotechnical Engineering, 2007 (5): 638 -643.
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