|
|
Construction Method and Control Measure for Connecting Passage inWater-enriched Sand Bed |
WANG Hui1, ZHU Wei-bin2, LI Da-yong3 |
1. Guangzhou Subway Design and Research Institute, Guangzhou, Guangdong 510010, China; 2. Guangzhou Metro Corporation, Guangzhou, Guangdong 510010, China; 3 Shandong University of Science and Technology, Qingdao, Shandong 266510, China |
|
|
Abstract Research purposes: Through analyses and comparisons of the construction characteristics and dangers of four construction methods for the connecting passage in water-enriched sand bed, the construction method and control measures related to the design and construction are offered for construction of the underground connecting passage in water-enriched sand bed to guarantee the construction quality and safety.
Research conclusions: For construction of the connecting passage in water-enriched sand bed, the artificial ground freezing method is a prior construction method featured with high reliability and no pollution of groundwater and ground. Moreover, in order to ensure the successful and safe application of the artificial ground freezing method, the duct piece at the tunnel portal of the connecting passage should be designed specially. In order to reduce the impact of expansive soil on the tunnel, the internal support should be installed in the tunnel to effectively control the tunnel deformation. The special measures should be taken in the process of freezing, such as installation of safe door to prevent the appearance of accident. In addition, to install pressure-releasing holes and use heat -cycling and trace grouting methods are effective.
|
Received: 25 May 2010
|
|
|
|
|
[1] 鲍永亮,郑七振,唐建忠.地铁隧道旁通道冻结法施工监 测分析[J].铁道工程学报, 2009(3): 93 -95.
Bao Yongliang, Zheng Qizhen, Tang Jianzhong. Monitoring Analysis of Construction for Connecting Aisle in Metro Tunnel with Freezing Method [ J ]. Journal of Railway Engineering Society, 2009(3): 93 - 95.
[2] 李大勇,王晖,张庆贺.地铁联络通道冻结法施工的安全 保证措施[J].建筑技术, 2004(11): 821 -822.
L i Dayong, Wang Hui, Zhang Qinghe. Safety Guarantee Measures for the Freezing Construction of Metro Communication Passage [ J ]. Architecture Technology, 2004(11): 821 -822.
[3] 张庆贺,宋杰.地铁区间隧道旁通道施工及监测技术[J]. 施工技术, 2001(1): 32 -33.
Zhang Qinghe, Song Jie. Construction and Monitor Technology for the Cross Passages of Subway Tunnels [J]. Construct on Technology, 2001(1): 32 -33.
[4] 李大勇,吕爱钟,张庆贺.南京地铁旁通道冻结实测分析 研究[J].岩石力学与工程学报, 2004(2): 234 -238.
L i Dayong, Lv Aizhong, Zhang Qinghe. Analysis of Freezing Method for Construction of Connected Aisle in Nanjing Metro Tunnels [J]. Chinese Journal of Rock Mechanics and Engineering, 2004(2): 234 -238.
[5] Crippa C., Manassero V. Artificial ground freezing at Sophiaspoortunne.l Freezing parameter: data acquisition and proceeding. GoeCongress 2006: 1 -6.
[6] 李大勇,王晖,张庆贺.南京地铁联络通道冻结法施工措 施分析[J].岩土力学, 2003(增刊): 365 -368.
Li Dayong, Wang Hui, Zhang Qinghe. Measures Analysis of Freezing Method Applied to Connected Aisle in Nanjing Metro Tunnel [ J ]. Rock and Soil Mechanics, 2003(S): 365 -368.
[7] Holden J. Improved thermal computations for artificially frozen shaft excavations. Journal of geotechnical and geoenviron mental engineering. 1997 (8): 696 -701.
[8] 岳丰田,张水宾,李文勇,等.地铁联络通道冻结加固融沉 注浆研究[J].岩土力学, 2008(8): 2283 -2286
Yue Fengtian, Zhang Shuibin, Li Wenyong, etc. Study on Thaw Settlement Grouting Applied to Connected Aisle Construction with Artifical Ground Freezing Method in Metro Tunnel [ J ]. Rock and Soil Mechanics, 2008(8): 2283 -2286.
|
|
|
|