Volume 39 Issue 1
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Yu Fengquan, Wu Wei, An Ran, Cheng Yichong. Whole process analysis of the impact of complex underground passage construction on subway tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(1): 42-48. doi: 10.20265/j.cnki.issn.1007-2993.2023-0699
Citation: Yu Fengquan, Wu Wei, An Ran, Cheng Yichong. Whole process analysis of the impact of complex underground passage construction on subway tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(1): 42-48. doi: 10.20265/j.cnki.issn.1007-2993.2023-0699
shu

Whole process analysis of the impact of complex underground passage construction on subway tunnel

doi: 10.20265/j.cnki.issn.1007-2993.2023-0699
  • 1.

    Ningbo Rail Transit Group Co., Ltd., Ningbo 315100, Zhejiang, China

  • 2.

    Ningbo Rail Transit Group Co., Ltd., Operation Branch, Ningbo 315100, Zhejiang, China

  • 3.

    Zhejiang Huazhan Institute of Engineering Research and Design, Ningbo 315012, Zhejiang, China

  • Received Date: 2023-08-15
  • Accepted Date: 2023-12-25
  • Rev Recd Date: 2023-11-26
    • Available Online: 2025-02-21
  • Publish Date: 2025-02-21
    Abstract
  • Based on the foundation pit and pipe jacking project of an underground passage near a tunnel in Ningbo, combined with incorporating monitoring data, an analysis was conducted on the impact of the whole construction process on the adjacent subway tunnel. Monitoring data indicate that full-circle MJS, cement mixing piles, and high-pressure jet grouting piles significantly influenced the tunnel, causing substantial uplift, horizontal displacement away from the construction area, and diameter reduction. Additionally, untimely pouring of the base slab, consecutive removal of two supports, and prolonged incomplete closure of the top slab resulted in significant increases in tunnel horizontal displacement and convergence. During the pipe jacking, deformations in parallel and underpass tunnels included initial settlement, increased uplift, and later subsidence. For complex underground projects near subways, emphasis on comprehensive deformation control is essential to achieve tunnel deformation management.

     

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    • References(15)
  • [1]
    陈仁朋, 叶跃鸿, 王诚杰, 等. 大型地下通道开挖对下卧地铁隧道上浮影响[J]. 浙江大学学报(工学版),2017,51(7):1269-1277. (CHEN R P, YE Y H, WANG C J, et al. Influence of open-cut tunneling on uplift behavior of underlying metro tunnel[J]. Journal of Zhejiang University (Engineering Science),2017,51(7):1269-1277. (in Chinese) doi: 10.3785/j.issn.1008-973X.2017.07.001

    CHEN R P, YE Y H, WANG C J, et al. Influence of open-cut tunneling on uplift behavior of underlying metro tunnel[J]. Journal of Zhejiang University (Engineering Science), 2017, 51（7）: 1269-1277. (in Chinese) doi: 10.3785/j.issn.1008-973X.2017.07.001
    [2]
    王贺敏, 肖尊群, 汤东桑, 等. 郑州地铁4号线商都路站1号地下通道矩形顶管施工过程数值模拟与现场监测[J]. 隧道建设(中英文),2019,39(S2):110-119. (WANG H M, XIAO Z Q, TANG D S, et al. Numerical simulation and field monitoring of construction process of rectangular pipe jacking in No. 1 underground passage of Shangdu Road Station on Zhengzhou Metro Line 4[J]. Tunnel Construction,2019,39(S2):110-119. (in Chinese)

    WANG H M, XIAO Z Q, TANG D S, et al. Numerical simulation and field monitoring of construction process of rectangular pipe jacking in No. 1 underground passage of Shangdu Road Station on Zhengzhou Metro Line 4[J]. Tunnel Construction, 2019, 39（S2）: 110-119. (in Chinese)
    [3]
    叶俊能, 曹信江, 成怡冲, 等. 钻孔灌注桩施工引起的邻近深层土体位移分析[J]. 现代隧道技术,2019,56(S2):332-339. (YE J N, CAO X J, CHENG Y C, et al. Analysis of soil displacement adjacent to cast-in-place bored piles under construction[J]. Modern Tunnelling Technology,2019,56(S2):332-339. (in Chinese)

    YE J N, CAO X J, CHENG Y C, et al. Analysis of soil displacement adjacent to cast-in-place bored piles under construction[J]. Modern Tunnelling Technology, 2019, 56（S2）: 332-339. (in Chinese)
    [4]
    成怡冲, 龚迪快, 汤继新, 等. 地连墙施工环境效应与预测方法研究[J]. 建筑结构,2020,50(17):138-143. (CHENG Y C, GONG D K, TANG J X, et al. Research on environmental effects of diaphragm wall construction and prediction methods[J]. Building Structure,2020,50(17):138-143. (in Chinese)

    CHENG Y C, GONG D K, TANG J X, et al. Research on environmental effects of diaphragm wall construction and prediction methods[J]. Building Structure, 2020, 50（17）: 138-143. (in Chinese)
    [5]
    刘建国, 李 恒, 童立元, 等. 紧邻地铁隧道的搅拌桩加固施工控制技术试验研究[J]. 城市轨道交通研究,2019,22(11):41-46. (LIU J G, LI H, TONG L Y, et al. Experiment of mixed pile reinforcement construction control technology adjacent to metro tunnel[J]. Urban Mass Transit,2019,22(11):41-46. (in Chinese)

    LIU J G, LI H, TONG L Y, et al. Experiment of mixed pile reinforcement construction control technology adjacent to metro tunnel[J]. Urban Mass Transit, 2019, 22（11）: 41-46. (in Chinese)
    [6]
    赵香山, 李春涛, 王建华. 软土中MJS工法桩施工环境效应的数值分析[J]. 地下空间与工程学报,2016,12(5):1315-1319. (ZHAO X S, LI C T, WANG J H. Numerical analysis on the installation effect of MJS pile in soft clay[J]. Chinese Journal of Underground Space and Engineering,2016,12(5):1315-1319. (in Chinese)

    ZHAO X S, LI C T, WANG J H. Numerical analysis on the installation effect of MJS pile in soft clay[J]. Chinese Journal of Underground Space and Engineering, 2016, 12（5）: 1315-1319. (in Chinese)
    [7]
    姜叶翔, 李 瑛, 顾 翀. 不同地基加固工艺对周边环境变形影响分析[J]. 地基处理,2020,2(4):335-339. (JIANG Y X, LI Y, GU C. Analysis of soil disturbance for different ground improvement methods[J]. Chinese Journal of Ground Improvement,2020,2(4):335-339. (in Chinese)

    JIANG Y X, LI Y, GU C. Analysis of soil disturbance for different ground improvement methods[J]. Chinese Journal of Ground Improvement, 2020, 2（4）: 335-339. (in Chinese)
    [8]
    叶 琪, 王国权, 杨兰强, 等. 宁波软土地区MJS工法桩施工对临近既有建筑物的影响分析[J]. 隧道建设(中英文),2017,37(11):1379-1386. (YE Q, WANG G Q, YANG L Q, et al. Analysis of influence of MJS (metro jet system) pile construction on adjacent existing buildings in soft soil area in Ningbo[J]. Tunnel Construction,2017,37(11):1379-1386. (in Chinese)

    YE Q, WANG G Q, YANG L Q, et al. Analysis of influence of MJS (metro jet system) pile construction on adjacent existing buildings in soft soil area in Ningbo[J]. Tunnel Construction, 2017, 37（11）: 1379-1386. (in Chinese)
    [9]
    吴才德, 曾 婕, 成怡冲, 等. 深基坑开挖空间效应对周围土体及邻近隧道的影响研究[J]. 建筑结构,2016,46(2):91-95. (WU C D, ZENG J, CHENG Y C, et al. Influence study of spatial effect of deep foundation pit excavation on around soil and adjacent tunnel[J]. Building Structure,2016,46(2):91-95. (in Chinese)

    WU C D, ZENG J, CHENG Y C, et al. Influence study of spatial effect of deep foundation pit excavation on around soil and adjacent tunnel[J]. Building Structure, 2016, 46（2）: 91-95. (in Chinese)
    [10]
    王立峰, 庞 晋, 徐云福, 等. 基坑开挖对近邻运营地铁隧道影响规律研究[J]. 岩土力学,2016,37(7):2004-2010. (WANG L F, PANG J, XU Y F, et al. Influence of foundation pit excavation on adjacent metro tunnels[J]. Rock and Soil Mechanics,2016,37(7):2004-2010. (in Chinese)

    WANG L F, PANG J, XU Y F, et al. Influence of foundation pit excavation on adjacent metro tunnels[J]. Rock and Soil Mechanics, 2016, 37（7）: 2004-2010. (in Chinese)
    [11]
    王 沛, 翟杰群. 软土基坑施工引起邻近既有地铁隧道位移的预测方法[J]. 城市轨道交通研究,2020,23(8):138-142. (WANG P, ZHAI J Q. Prediction method of metro tunnel displacement caused by adjacent foundation pit excavation in soft soil[J]. Urban Mass Transit,2020,23(8):138-142. (in Chinese)

    WANG P, ZHAI J Q. Prediction method of metro tunnel displacement caused by adjacent foundation pit excavation in soft soil[J]. Urban Mass Transit, 2020, 23（8）: 138-142. (in Chinese)
    [12]
    王 沛, 任 洁, 翟杰群. 上海软土地区基坑侧向隧道位移控制措施研究[J]. 地下空间与工程学报,2022,18(S1):466-471. (WANG P, REN J, ZHAI J Q. Research on the lateral displacement control measures of the tunnels adjacent to foundation pits in Shanghai soft clay area[J]. Chinese Journal of Underground Space and Engineering,2022,18(S1):466-471. (in Chinese)

    WANG P, REN J, ZHAI J Q. Research on the lateral displacement control measures of the tunnels adjacent to foundation pits in Shanghai soft clay area[J]. Chinese Journal of Underground Space and Engineering, 2022, 18（S1）: 466-471. (in Chinese)
    [13]
    叶耀东. 大断面矩形顶管近距离上穿地铁隧道变形控制探讨[J]. 城市道桥与防洪,2015(7):203-205. (YE Y D. Discussions on deformation control of subway tunnel by large section rectangular pipe jacking crossing in close distance[J]. Urban Roads Bridges & Flood Control,2015(7):203-205. (in Chinese) doi: 10.3969/j.issn.1009-7716.2015.07.062

    YE Y D. Discussions on deformation control of subway tunnel by large section rectangular pipe jacking crossing in close distance[J]. Urban Roads Bridges & Flood Control, 2015（7）: 203-205. (in Chinese) doi: 10.3969/j.issn.1009-7716.2015.07.062
    [14]
    刘 波, 章定文, 刘松玉, 等. 大断面顶管通道近接穿越下覆既有地铁隧道数值模拟与现场试验[J]. 岩石力学与工程学报,2017,36(11):2850-2860. (LIU B, ZHANG D W, LIU S Y, et al. Numerical simulation and field monitoring on a large cross-section pipe-jacking underpass traversing existing metro tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(11):2850-2860. (in Chinese)

    LIU B, ZHANG D W, LIU S Y, et al. Numerical simulation and field monitoring on a large cross-section pipe-jacking underpass traversing existing metro tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36（11）: 2850-2860. (in Chinese)
    [15]
    申文明, 朱侠达, 王小刚, 等. 新建顶管近距离上跨运营隧道控制技术研究[J]. 地基处理,2020,2(5):419-423. (SHEN W M, ZHU X D, WANG X G, et al. Control technology of newly-built pipe jacking closely over crossing operating tunnel[J]. Chinese Journal of Ground Improvement,2020,2(5):419-423. (in Chinese)

    SHEN W M, ZHU X D, WANG X G, et al. Control technology of newly-built pipe jacking closely over crossing operating tunnel[J]. Chinese Journal of Ground Improvement, 2020, 2（5）: 419-423. (in Chinese)
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