Study on Construction Plan for Wuhan Metro in Key Area Under Complex Engineering Environment:Operational Analysis of Surrounding Light Rail Bridge

DING Lie—yun,LI Wei—ming,WU Xian—guo,LUO Han—bin

Journal of Railway Engineering Society ›› 2010, Vol. 27 ›› Issue (11) : 87-90.

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PDF(374 KB)
Journal of Railway Engineering Society ›› 2010, Vol. 27 ›› Issue (11) : 87-90.

Study on Construction Plan for Wuhan Metro in Key Area Under Complex Engineering Environment:Operational Analysis of Surrounding Light Rail Bridge

  • DING Lie—yun,LI Wei—ming,WU Xian—guo,LUO Han—bin
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Abstract

Research purposes: The settlement of the light rail bridge around the Xunlimen Station of Line 2 of Wuhan metro was considered to be stabilized after the analyzing the monitored data and optimizing the construction plan.However.it was necessary to further study whether the absolute settlement and differential settlement of the bridge pier could meet the operational requirement of light rail or not to make sure the coordination of newly—-built underground structure with the operation of the ground structure for meeting the service requirements for them.
Research conclusions:From the calculation of the numerical values of the light rail bridge pier,analysis of the monitored data settlement and comparison with the corresponding codes it is concluded the existing settlement of the light rail bridge call meet the service requirement of light rail.

Key words

metro construction:numerical calculation / operational analysis / light rail / bridge pier / settlement

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DING Lie—yun,LI Wei—ming,WU Xian—guo,LUO Han—bin. Study on Construction Plan for Wuhan Metro in Key Area Under Complex Engineering Environment:Operational Analysis of Surrounding Light Rail Bridge[J]. Journal of Railway Engineering Society, 2010, 27(11): 87-90

References

[1] 丁烈云,李炜明,吴贤国,等.武汉地铁循礼门车站深基 坑施工监测分析[J].铁道工程学报, 2010(9): 74 -77.
D ing L ieyun, L i Weiming, Wu Xianguo, eta.l Construction Field Monitoring on Deep Excavation of Wuhan Metro Xunlimen Station [ J ]. Journal of Railway Engineering Society, 2010(9): 74 -77.
[2] 姜忻良,宗金辉,孙良涛.天津某深基坑工程施工监测及 数值模拟分析[J].土木工程学报, 2007(2): 79 -103.
Jiang Xinliang, Zong Jinhui Sun Liangtao. Construction Monitoring and Numerical Simulation for a Deep Excavation in Tianjin [ J ]. China Civil Engineering Journal 2007(2): 79 -103.
[3] 覃卫民,逄铁铮,王浩,等.深基坑附近房屋出现裂缝的 施工监测分析[J].岩石力学与工程学报, 2009(3): 533 - 540.
Qin Weimin, Pang Tiezheng, W ang Hao, eta.l Analysis of Excavation Monitoring for House Cracking Nearby Deep Pit Foundation [J]. Chinese Journal of Rock Mechanics and Engineering, 2009(3): 533 -540.
[4] 陈福全,汪金卫,刘毓氚.基坑开挖时邻近桩基性状的数 值分析[J].岩土力学, 2008(7): 1971 -1976.
Chen Fuquan, Wang Jinwei Liu Yuchuan. Numerical Analysis of Pile Response Due to Braced Excavation - induced Soil Lateral Movem ent [J ]. Rock and Soil Mechanics, 2008(7): 1971 -1976.
[5] 王显星,包旭范,高强.上海铁路南站大型基坑工程施工 对周边环境影响[J].岩石力学与工程学报, 2005(增 2): 5454 -5458.
W ang Xianxing, Bao Xufan, Gao Qiang. Influence of Large Foundation Pit Construction Caused by Shanghai South Railway Station on Environment in Shanghai [ J ]. Chinese Journal of Rock Mechanics and Engineering, 2005(S2): 5454 -5458.
[6] 戚科骏,王旭东,蒋刚,等.临近地铁隧道的深基坑开挖 分析[J].岩石力学与工程学报, 2005(增2): 5485 - 5489.
Qi Kejun, Wang Xudong, Jiang Gang, eta.l Analysis of Deep pit Excavation Adjacent to Tunnel [ J ]. Chinese Journal of Rock Mechanics and Engineering, 2005(S2): 5485 -5489.
[7] 聂宗泉,张尚根,孟少平.软土深基坑开挖地表沉降评估 方法研究[J].岩土工程学报, 2008(8): 1218 -1223.
Nie Zongquan, Zhang Shanggen, Meng Shaoping. Surface Settlement of Deep Foundation Pits by Excavation [ J ]. Chinese Journal of Geotechnical Engineering, 2008(8): 1218 -1223.
[8] 高广运,高盟,杨成斌,等.基坑施工对运营地铁隧道的 变形影响及控制研究[J].岩土工程学报, 2010(3):453 - 459.
Gao Guangyun, Gao Meng, Yang Chengbin, eta.l Influence of Deep Excavation on Deformation of Operating Metro Tunnels and Counterm easures [J ]. Chinese Journal of Geotechnical Engineering, 2010(3): 453 -459.
[9] 杨敏,周洪波,杨桦.基坑开挖与临近桩基相互作用分析 [J].土木工程学报, 2005(4): 91 -96.
Yang Min, Zhou Hongbo, Yang Hua. Numerical Analysis of Pile Response Due to Unsupported Excavation - induced Lateral Soil Movem ent [ J ]. China CivilEngineering Journa,l 2005(4): 91 -96.
[10] TB 10002. 5-2005,铁路桥涵地基和基础设计规范[S].
TB 10002. 5-2005, Code for Design on Subsoil and Foundation or Railway Bridge and Culvert [S].
[11] GB 50157-2003,地铁设计规范[S].
GB 50157-2003,Code for Design of Metro [S].
[12] TB 10002. 1-2005,铁路桥涵设计基本规范[S].
TB 10002. 1-2005, Funda mental Code for Design on Railway Bridge and Culvert [S].
[13] GB 5029-1999,地下铁道工程施工及验收规范[S].
GB 5029-1999, Code for Construction and Acceptance Of Metro Engineering [S].
 
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