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.
丁烈云, 李炜明, 吴贤国, 周 诚, 骆汉宾. 武汉地铁施工对轻轨桥梁影响的数值与监测分析[J]. 铁道工程学报, 2010, 27(11): 87-90.
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. 铁道工程学报, 2010, 27(11): 87-90.
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.
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.
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.
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.
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.
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.
Nie Zongquan, Zhang Shanggen, Meng Shaoping. Surface Settlement of Deep Foundation Pits by Excavation [ J ]. Chinese Journal of Geotechnical Engineering, 2008(8): 1218 -1223.
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.
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].