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 36 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
HUANG Hai-bin, CAO Hong, LIANG Wei-jun, YANG Chun-shan, YE Ya-tu. Design and field measurement of excavation on operating metro tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 148-154. DOI: 10.11779/CJGE2014S1026
Citation: HUANG Hai-bin, CAO Hong, LIANG Wei-jun, YANG Chun-shan, YE Ya-tu. Design and field measurement of excavation on operating metro tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 148-154. DOI: 10.11779/CJGE2014S1026
shu

Design and field measurement of excavation on operating metro tunnels

  • 1. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China;
    2. CCCC- FHDI Engineering Co., Ltd., Guangzhou 510230, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • Based on the foundation pit of a box tunnel crossing over operating metro tunnels, the form of supporting structure and the excavating mode are designed. The finite element analysis and measured results show that the method to use artificial strip-slope excavation and board-anchor supporting structures to restrict the rebound of bottom soils and the deformation of the operating metro tunnels are very effective. The method considers the time-space effect of excavation. The artificial strip-slope excavation is mainly used to control the rebound of bottom soils and to restrict the floating of tunnels during excavation. The board-anchor supporting structure is used to restrict the deformation of the tunnels due to the soil unloading after excavation. This project adopts the finite element numerical analysis method to forecast the deformation before construction and the automatic monitoring method to instruct construction. The successful experience of this project may provide valuable reference for the similar projects.
    • FullText(HTML)
    • References (12)
  • [1]
    毛朝辉, 刘国彬. 基坑开挖对下方近距离隧道的保护[J]. 浙江工业大学学报, 2005, 33(5): 534-537. (MAO Zhao-hui, LIU Guo-bin. Measures of preventing the disaster in use tunnel caused by overhead excavation[J]. Journal of Zhejiang University of Technology, 2005, 33(5): 534-537. (in Chinese))
    [2]
    杨 挺, 王心联, 许琼鹤, 等. 箱形隧道基坑下已建地铁盾构隧道隆起位移的控制分析与设计[J]. 岩土力学, 2005, 26(增刊): 187-192. (YANG Ting, WANG Xin-lian, XU Qiong-he, et al. Analysis and design aiming at control of upwarping deformation of existed tunnel under new tunnel’s excavation[J]. Rock and Soil Mechanics, 2005, 26(S0): 187-192. (in Chinese))
    [3]
    李志高, 刘 浩, 刘国彬, 等. 基坑开挖引起下卧隧道位移的实测分析[J]. 地下空间与工程学报, 2005, 1(4): 619-623. (LI Zhi-gao, LIU Hao, LIU Guo-bin, et al. Influence analysis of deep-dip excavation on down tunnel based on the measured[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 619-623. (in Chinese))
    [4]
    李 平, 杨 挺, 刘汉龙, 等. 基坑开挖中既有下穿地铁隧道隆起变形分析[J]. 解放军理工大学学报（自然科学版）, 2011, 12(5): 480-485. (LI Ping, YANG Ting, LIU Han-long, et al. Heave deformation of existing tunnels under new tunnel excavation[J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2011, 12(5): 480-485. (in Chinese))
    [5]
    郑 刚, 刘庆晨, 邓 旭, 等. 基坑开挖对下卧运营地铁既有箱体影响的实测及分析[J]. 岩土力学, 2012, 33(4): 1109-1116. (ZHENG Gang, LIU Qing-chen, DENG Xu, et al. Field measurement and analysis of effect of excavation on existing tunnel boxes of underlying metro tunnel in operating[J]. Rock and Soil Mechanics, 2012, 33(4): 1109-1116. (in Chinese))
    [6]
    王卫东, 吴江斌, 翁其平. 基坑开挖卸载对地铁区间隧道影响的数值模拟[J]. 岩土力学, 2004, 25(增刊2): 251-255. (WANG Wei-dong, WU Jiang-bin, WENG Qi-ping. Numerical modeling of affection of foundation pit excavation on metro tunnel[J]. Rock and Soil Mechanics, 2004, 25(S2): 251-255. (in Chinese))
    [7]
    黄爱军. 基坑下方运营隧道卸载回弹的力学机理分析[D]. 上海: 上海交通大学, 2008. (HUANG Ai-jun. Mechanism analysis of running tunnel upheaval due to top excavation[D]. Shanghai: Shanghai Jiao Tong University, 2008. (in Chinese))
    [8]
    魏少伟. 基坑开挖对坑底已建隧道影响的数值与离心试验研究(博士学位论文)[D]. 天津: 天津大学, 2010. (WEI Shao-wei. Centrifuge and numerical studies of the influence of basement excavation on the underlying tunnel(Ph D Thesis)[D]. Tianjin: Tianjin University, 2010. ( in Chinese))
    [9]
    吉茂杰, 刘国彬. 开挖卸荷引起地铁隧道位移预测方法[J]. 同济大学学报, 2001, 29(5): 531-535. (JI Mao-Jie, LIU Guo-bin. Prediction method of displacement of subway tunnel due to excavation[J]. Journal of Tongji Unversity, 2001, 29(5): 531-535. (in Chinese))
    [10]
    刘国彬, 黄院雄, 侯学渊. 基坑回弹的实用计算法[J]. 土木工程学报, 2000, 33(4): 61-67. (LIU Guo-bin, HUANG Yuan-Xiong, HOU Xue-Yuan. A practical method ROR calculating a heave of excavated foundation[J]. China Civil Engineering Journal, 2000, 33(4): 61-67. (in Chinese))
    [11]
    刘国彬, 黄院雄, 侯学渊. 基坑工程下已运行地铁区间隧道上抬变形的控制研究与实践[J]. 岩石力学与工程学报, 2001, 20(2): 202-207. (LIU Guo-bin, HUANG Yuan-xiong, HOU Xue-yuan. The prediction and control of rebound deformation of the existed tunnels right under excavation [J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(2): 202-207. (in Chinese))
    [12]
    孙玉永, 周顺华, 庄 丽. 考虑残余应力的基坑被动区土压力及强度计算[J]. 土木工程学报, 2011, 44(7): 94-98. (SUN Yu-yong, ZHOU Shun-hua, ZHUANG Li. Calculation of passive earth pressure and shear strength in foundation pits considering residual stress[J]. China Civil Engineering Journal, 2011, 44(7): 94-98. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LI Qing-bo, DU Peng-zhao. Automatic RQD analysis method based on information recognition of borehole images[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2153-2160. DOI: 10.11779/CJGE202011022
    [2]LI Jing-bang, ZHU Yan-peng, YE Shuai-hua, MA Xiao-rui. Health monitoring tests on a secondary high slope[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 129-134. DOI: 10.11779/CJGE2018S1021
    [3]ZHANG Li-ming, ZHU Gan-ping, ZHENG Xi-yu, YANG Zhen-dan. Monitoring and analysis of influence of excavations on adjacent metro structures in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 175-179. DOI: 10.11779/CJGE2017S2043
    [4]HU Hai-ying, ZHANG Yu-cheng, YANG Guang-hua, ZHONG Zhi-hui, CHEN Fu-qiang. Measurement and numerical analysis of effect of excavation of foundation pits on metro tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 431-439. DOI: 10.11779/CJGE2014S2075
    [5]ZHOU Gan-wu, LI Neng-hui, HE Ning. Automatic monitoring system for safety of earth-rockfill dams based on Internet of Things[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2330-2334. DOI: 10.11779/CJGE201412023
    [6]JIAO Zhi-bin, LI Yun-hui, LOU Yan, HE Ning. Automatic safety monitoring system and warning modes for artificial islands in coastal areas[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1712-1715.
    [7]CAO Quan, LI Qin-ming, XIANG Wei, JIA Hai-liang. Automatic monitoring of effects of excavation of group foundation pitson existing adjacent metro tunnels[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 552-556.
    [8]YANG Fan, ZHAO Jian, LIU Zi-ming, ZOU Xing-xin. Application and analysis of automatic real-time monitoring in construction of subway tunnels[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 162-166.
    [9]LI Dong-hai, WANG Meng-shu, DING Zhen-ming, LIU Jun, ZHANG Ding-li, LIU Ji-yao. Three-dimensional numerical analysis and monitoring of deformation of SMW retaining structures of deep excavations in gravelly soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 120-124.
    [10]LI Si-wei, GAO Hua-dong, YANG Tie-deng. Monitoring and numerical analysis of a deep foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 284-291.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (314) PDF downloads (319) 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