Practice of TBM Advanced Prediction System for Xianglushan Tunnel in Yunnan Water Diversion Project

  • Yang Hongxia ,
  • Chen Andong ,
  • Sun Xingbang ,
  • Dai Xueyu ,
  • Meng Songjian
Expand
  • 1. Central Yunnan Water Diversion Construction Administration Bureau, Kunming 650000, P.R. China;
    2. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, P.R. China;
    3. School of Qilu Transportation, Shandong University, Jinan 250061, P.R. China;
    4. Kunming Engineering Corporation Limited, PowerChina, Kunming 650000, P.R. China

Received date: 2024-07-19

  Online published: 2025-01-22

Abstract

The construction method of Tunnel Boring Machine (TBM) is more and more widely used in major national engineering construction such as transportation and water conservancy due to its "safe, efficient and economical" characteristics. However, TBM has poor adaptability to unfavourable geological hazards, such as fault fracture zone, mud outburst and water gushing, resulting in low tunneling efficiency, construction delay and serious economic loss. In order to ensure the safety and smooth tunneling of TBM construction, a comprehensive advanced geological prediction system is put forward. The geological analysis method, seismic wave method and excitation polarization method are used to forecast the unfavorable geological area in advance, and the location of the unfavorable geological body such as fault fracture zone and water body in front of the tunnel face is proved. The research results have been successfully applied to TBM construction section of Xianglushan tunnel in central Yunnan water diversion project. Taking section D1K55+086~D1K54+986 as an example, the comprehensive advanced geological prediction system was adopted to confirm the degree of surrounding rock breakage and groundwater development in front of the tunnel in advance. It provides scientific basis for construction unit and reference for tunnel construction under similar geological conditions.

Cite this article

Yang Hongxia , Chen Andong , Sun Xingbang , Dai Xueyu , Meng Songjian . Practice of TBM Advanced Prediction System for Xianglushan Tunnel in Yunnan Water Diversion Project[J]. Chinese Journal of Underground Space and Engineering, 2024 , 20(S2) : 834 -840 . DOI: 10.20174/j.JUSE.2024.S2.37

References

[1] 严金秀.中国隧道工程技术发展40年[J].隧道建设(中英文), 2019, 39(4): 537-544.
[2] 黄宏伟. 隧道及地下工程建设中的风险管理研究进展[J]. 地下空间与工程学报, 2006, 2(1): 13-20.
[3] 姚林林, 张世殊, 崔中涛, 等. 双护盾TBM施工综合超前地质预报技术探讨[J]. 地下空间与工程学报, 2019, 15(5): 1549-1556.
[4] 李术才,刘斌,孙怀凤,等. 隧道施工超前地质预报研究现状及发展趋势[J].岩石力学与工程学报,2014,33(6):1090-1113.
[5] 相兴华,邓小鹏,王鹏. TRT在隧道地质超前预报中的应用[J].地下空间与工程学报,2012,8(6):1282-1289,1327.
[6] 王传武. TBM施工隧道含水构造三维激发极化超前探测方法与应用[D].济南:山东大学,2021.
[7] 冯兴龙,陈方明,谢冕,等. TST超前地质预报技术在N-J工程中的应用[J].人民长江,2014,45(1):66-68.
[8] 司景钊,王唤龙,曹贵才,等. 高黎贡山隧道TBM掘进卡机段TSP法物性参数响应特征分析[J].隧道建设(中英文),2021,41(3):396-401.
[9] 王传武,李术才,聂利超,等. 隧道三维电阻率E-SCAN超前探测反演与优化方法研究[J].岩土工程学报,2017,39(2):218-227.
[10] 李术才,刘斌,孙怀凤,等.隧道施工超前地质预报研究现状及发展趋势[J].岩石力学与工程学报, 2014, 33(6):1090-1113.
[11] 罗勇, 吴圣智, 王明年, 等. 城市轨道交通隧道双护盾 TBM 施工适应性研究[J]. 地下空间与工程学报, 2019, 15(2): 525-532.
[12] Li S, Nie L, Liu B. The practice of forward prospecting of adverse geology applied to hard rock TBM tunnel construction: The case of the Songhua River water conveyance project in the middle of Jilin Province[J]. Engineering, 2018, 4(1): 131-137.
[13] 曾云川,刘建兵,聂利超.大瑞铁路高黎贡山隧道TBM搭载综合超前预报技术实践[J].隧道建设(中英文),2021,41(3):419-426.
[14] 白亮.综合超前地质预报技术在TBM法超特长隧洞的应用——以北疆供水二期工程为例[J].水利与建筑工程学报,2020,18(1):128-134.
[15] 姚林林,张世殊,崔中涛,等.双护盾TBM施工综合超前地质预报技术探讨[J].地下空间与工程学报,2019,15(5):1549-1556.
[16] 杨继华,闫长斌,苗栋,等.双护盾TBM施工隧洞综合超前地质预报方法研究[J].工程地质学报,2019,27(2):250-259.
[17] 牟元存,曹强,高树,等.隧道综合超前预报效果及其影响因素分析[J].工程地球物理学报,2021,18(5):603-612.
[18] 白亮.综合超前地质预报技术在TBM法超特长隧洞的应用——以北疆供水二期工程为例[J].水利与建筑工程学报,2020,18(1):128-134.
[19] 李术才, 刘斌, 许新骥, 等. 隧道掘进机破岩震源和主动源三维地震联合超前探测系统: CN201520138106. 8[P]. 2015-07-22.
[20] 聂利超. 隧洞施工含水构造激发极化定量超前地质预报理论及其应用[J]. 岩石力学与工程学报, 2015, 34(11): 2374.
[21] 李术才,李树忱,张庆松,等.岩溶裂隙水与不良地质情况超前预报研究[J].岩石力学与工程学报,2007,181(2):217-225.
Outlines

/