Real-time monitoring and early warning approach of TBM jamming and its application

被引:0
|
作者
Liu Q. [1 ,2 ,3 ]
Liu H. [1 ,4 ]
Zhang P. [2 ]
Huang X. [1 ]
Luo C. [1 ,4 ]
Sang H. [1 ,4 ]
机构
[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, Hubei
[2] School of Civil Engineering and Architecture, Wuhan University, Wuhan, 430072, Hubei
[3] Key Laboratory of Geotechnical and Structural Safety Engineering of Hubei Province, Wuhan University, Wuhan, 430072, Hubei
[4] University of Chinese Academy of Sciences, Beijing
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2019年 / 38卷
基金
中国国家自然科学基金;
关键词
Early warning; Real-time monitoring; TBM jamming; Tunnelling engineering;
D O I
10.13722/j.cnki.jrme.2018.0784
中图分类号
学科分类号
摘要
The deformation of surrounding rock is prone to be large when TBM tunnelling into deep and weak ground, and the surrounding rock may squeeze TBM shield easily, then the jamming accident will happen. In order to reduce the risk of TBM jamming during tunnelling process, the monitored strain of internal shield surface was taken as the early warning index, and a real-time monitoring and early warning approach of TBM jamming was proposed. Based on the automatic task processing program and optical fibre communication technology, the proposed approach was equipped with functions of unattended operation, automatic data acquisition and transmission, remote control and automatic self-test. This monitoring and early warning approach was applied to the TBM tunnel of Lanzhou water resource project. Combined with the investigation report of the TBM jamming accident, the field monitoring data and operation parameters were analysed. The results show that the proposed approach can provide a potential effective way for early warning of TBM jamming. At the same time, according to the spatial and temporal variation law of the strain at each measuring point of internal shield surface, the direction and variation trend of the load acting on external shield surface can be speculated, which can provide references for tunnelling parameter adjustment and accident treatment during tunnelling process. © 2019, Science Press. All right reserved.
引用
收藏
页码:3354 / 3361
页数:7
相关论文
共 23 条
  • [1] Liu Q., Huang X., Gong Q., Et al., Application and development of hard rock TBM and its prospect in China, Tunnelling and Underground Space Technology, 57, pp. 33-46, (2016)
  • [2] Chen W., Xiao Z., Tian H., Research on squeezing large displacement and its disposing method of weak rock tunnel under high in-situ stress, Chinese Journal of Rock Mechanics and Engineering, 34, 11, pp. 2215-2226, (2015)
  • [3] Liu Q., Huang X., Shi K., Et al., Jamming mechanism of full face tunnel boring machine in over thousand meter depths, Journal of China Coal Society, 38, 1, pp. 78-84, (2013)
  • [4] Huang X., Mechanism of Large squeezing deformation and shield jamming in deep soft ground tunneling by TBM, (2014)
  • [5] Liu Q., Huang X., Shi K., Et al., Utilization of full face roadway boring machine in coal mines deeper than 1000m and the key rock mechanics problems, Journal of China Coal Society, 37, 12, pp. 2006-2013, (2012)
  • [6] Shang Y., Yang Z., Zeng Q., Et al., Retrospective analysis of TBM accidents from its poor flexibility to complicated geological conditions, Chinese Journal of Rock Mechanics and Engineering, 26, 12, pp. 2405-2411, (2007)
  • [7] Shang Y., Shi Y., Zeng Q., Et al., TBM jamming and deformation in complication geological conditions and engineering measures, Chinese Journal of Rock Mechanics and Engineering, 24, 21, pp. 3858-3863, (2005)
  • [8] Dalgic S., Tunneling in squeezing rock, the Bolu tunnel, Anatolian Motorway, Turkey, Engineering Geology, 67, 1-2, pp. 73-96, (2002)
  • [9] Shang Y., Wang S., Xue J., Et al., A case study on TBM block in marls at connection works no.7 Tunnel of Yellow River Diversion project, Journal of Engineering Geology, 10, 3, pp. 293-298, (2002)
  • [10] Ebrahim F., Ali M., Cholamreza S., Evaluation of ground convergence and squeezing potential in the TBM driven Ghomroud tunnel project, Tunnelling and Underground Space Technology, 21, 5, pp. 504-510, (2006)