Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 8
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Yong-suo, ZHANG Ke-neng, HUANG Chang-bo. Monitoring of lining structure of tunnels built by using pipe-roof pre-construction method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1541-1547.
Citation: LI Yong-suo, ZHANG Ke-neng, HUANG Chang-bo. Monitoring of lining structure of tunnels built by using pipe-roof pre-construction method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1541-1547.
shu

Monitoring of lining structure of tunnels built by using pipe-roof pre-construction method

  • (1. School of Civil Engineering, Hunan City University, Yiyang 413000, China; 2. School of Geoscience and Info-Physics, Central South University, Changsha 410083, China; 3. China Construction Municipal Construction Corporation Limited, Beijing 100163, China)

More Information
  • Received Date: October 27, 2011
  • Published Date: August 19, 2012
    Graphical Abstract
    • Abstract
  • The mechanical response of the Chinese first tunnel project built by using the pipe-roof pre-construction method (PPM) during the process of large excavation is studied. The data of dynamic change regulation obtained and the accumulated field measurement can provide evidence to judge the safety and stability of the tunnel and ensure the application of PPM. The study shows: (1) the stress and deformation of the lining structure are very small, the pre-construction lining structure achieves good effectiveness to control the structural deformation and the stratum loss; (2) the greatest monitored value of lining structure is only 30% of the design value of stress, and the pre-construction lining structure improves the self-stabilized ability and reduces the pressure of tunnel surrounding rock; (3) the interval of the passive earth pressure is small, which means the interaction between lining structure and surrounding rock is not obvious; (4) because the settlement at the top of arch reaches 5 mm in the day when the top of the tunnel is penetrated, the structural and environmental effects during the penetration should be considered in the design, and monitoring and analysis need to be intensified during the construction; (5) the PPM technology for building underground space can control deformation in tunnel lining structure and ground settlement, and it has great social and environmental benefits and is worthy to be studied and promoted further.
    • FullText(HTML)
    • References (13)
  • [1]
    朱合华, 李向阳, 肖世国, 等. 软土地层管幕–箱涵顶进工具管网格自平衡设计理论研究[J]. 岩石力学与工程学报, 2005, 24(13): 2242–2247. (ZHU He-hua, LI Xiang-yang, XIAO Shi-guo, et al. Study on self-balance design theory of culvert grid advanced in pipe-roof in saturated soft soil layers[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13): 2242–2247. (in Chinese))
    [2]
    肖世国, 朱合华, 李向阳, 等. 管幕内顶进箱涵前端网格内壁土压力分布模式[J]. 岩土工程学报, 2005, 27(8): 908–911. (XIAO Shi-guo，ZHU He-hua，LI Xiang-yang, et al. Distribution mode of earth pressure on inner plates of steel grids located in the front of a big box culvert surrounded by pipes in a pipe-roof project[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 908–911. (in Chinese))
    [3]
    张成平, 张顶立, 吴介普, 等. 暗挖地铁车站下穿既有地铁隧道施工控制[J]. 中国铁道科学, 2009, 30(1): 69–73. (ZHANG Cheng-ping, ZHANG Ding-li, WU Jie-pu, et al. Construction control of a newly-built subway station undercrossing the existing subway tunnel[J]. China Railway Science, 2009, 30(1): 69–73. (in Chinese))
    [4]
    夏才初, 阙程柯, 刘 胜. 顶进箱涵全断面置换管幕工法中钢管幕内力研究及实例分析[J]. 岩土力学, 2012, 32(12): 3555–3560. (XIA Cai-chu, QUE Cheng-ke, LIU Sheng. Study of internal forces and case study of pipe-roof for box culvert jacking and replacement full face pipe-roof method[J]. Rock and Soil Mechanics, 2012, 32(12): 3555–3560. (in Chinese))
    [5]
    邢 凯, 陈 涛, 黄常波. 新管幕工法概述[J].城市轨道交通研究, 2009(8): 63–67. (XING Kai, CHEN Tao, HUANG Chang-bo. On new tubular roof method[J]. Urban Mass Transit, 2009(8): 63–67. (in Chinese))
    [6]
    LI Yong-suo, ZHANG Ke-neng, HUANG Chang-bo, et al. Numerical simulation on the ground deformation by pipe-roof pre-construction method[C]// The Internationl Conference on Consumer Electronics, Communications and Networks. Xianning, 2011: 3291–3294.
    [7]
    KWAK Changwon, PARK Innjoon, KIM Sanghwan, et al. Seismic behavior of Tubular Roof&Trench method(T.R.&T) by numerical analysis[C]// 33rd ITA-AITES World Tunnel Congress-Underground Space-The 4th Dimension of Metropolises. Prague, 2007(1): 513–518.
    [8]
    KIM Jeongyoon, PARK Innjoon, KIM Kyunggon. A study on the applicabilitity of underground structure using steel tubular in korean geotechnical condition[J]. Tunneling Technology (Korean), 2003, 5(4): 401–409.
    [9]
    LI Yong-suo, ZHANG Ken-eng, HUANG Chang-bo, et al. Analysis of the ground deformation to large cross-section tunnel by Pipe-roof Pre-construction Method[C]// The 2nd International Conference on Mechanic and Control Engineering. Huhehaote, 2011: 2889–2892.
    [10]
    黎永索, 张可能, 黄常波, 等. 管幕预筑隧道地表沉降分析[J]. 岩土力学,2012, 32(12): 3701–3707. (LI Yong-suo, ZHANG Ke-neng, HUANG Chang-bo, et al. Analysis of surface subsidence of tunnel built by pipe-roof pre-construction method[J]. Rock and Soil Mechanics, 2012, 32(12): 3701–3707. (in Chinese))
    [11]
    杨 仙, 张可能, 李 钟, 等.地铁车站新预筑法施工中顶管间距的优化设计[J]. 中国铁道科学, 2011, 32(2): 61–66. (YANG Xian, ZHANG Ke-neng, LI Zhong, et al. Optimal design of distance between jacking pipes of New Pre-Construction method in metro station[J]. China Railway Science, 2011, 32(2): 61–66. (in Chinese))
    [12]
    金春福, 阎 石, 钮 鹏, 等. 新管幕肋梁结构体系结点受力性能非线性分析[J]. 武汉理工大学学报2010, 32(9): 226–300. (JIN Chun-fu, YAN Shi, NIU Peng, et al. Non-linear finite element analysis of mechanical behavior of joints during ntr construction[J]. Journal of Wuhan University of Technology, 2010, 32(9): 226–300. (in Chinese))
    [13]
    阎 石, 王 健, 金春福, 等. 新管幕肋梁结构体系抗弯性能试验[J]. 沈阳建筑大学学报(自然科学版), 2011, 27(2): 242–246. (YAN Shi, WANG Jian, JIN Chun-fu, et al. Experimental study on flexural behavior of ntr structures[J]. Journal of Shenyang Jianzhu University (Natural Science), 2011, 27(2): 242–246. (in Chinese))
    • Related Articles

  • Related Articles

    [1]SHAO Shuai, SHAO Sheng-jun, SHE Fang-tao, LI Jun-qi. Effect of ground fissures on lining structure of tunnels and engineering measures[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 176-180. DOI: 10.11779/CJGE2021S1032
    [2]WANG Shi-min, CHEN Bing, WANG Xian-ming, LU Xi-xi, RUAN Lei, JIAN Yun-qi. Model tests on reasonable construction time of secondary lining of shield tunnel[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 882-891. DOI: 10.11779/CJGE202005010
    [3]ZHANG Xu, ZHANG Cheng-ping, FENG Gang, HAN Kai-hang. Experimental studies on effect of voids behind tunnel linings on progressive failure process of tunnel structures[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1137-1144. DOI: 10.11779/CJGE201706021
    [4]ZHANG Fang, WANG Shu-peng, ZHANG Guo-feng, HU Shao-kai, FENG Ji-li. Numerical modeling of cracking of tunnel lining by combined finite-discrete element method[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 83-90. DOI: 10.11779/CJGE201601008
    [5]LIU Zong-hui, WU Heng, ZHOU Dong, WEI Hong-yao. Application of spectrum inversion method in GPR signal processing for tunnel lining detection[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 711-717. DOI: 10.11779/CJGE201504017
    [6]DONG Xin-ping. Failure mechanism of the full-ring for segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 417-426. DOI: 10.11779/CJGE201403003
    [7]HU Xinyu, ZHANG Zixin. Internal forces of DOT shield-driven tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 172-180.
    [8]ZHAO Zhanchang, XIE Yongli. Performance analysis of loess highway tunnel affected by lining parameters[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 56-60.
    [9]LIU Xinrong, SUN Hui, CHENG Xiaojiang, QU Wanbo, DONG Zhanwen. Structural analysis and monitoring for secondary lining of doubled arch tunnel in loess[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 695-697.
    [10]Zhang Houmei, Guo Chi, Fu Deming. A study on the stiffness model of circular tunnel prefabricated lining[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 309-313.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1045) PDF downloads (423) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return