Chapter
Jan 13, 2020
Sixth International Conference on Transportation Engineering

Reinforcement and Monitoring Measures for Overlapped Shields Crossing underneath Railway Stations

Publication: ICTE 2019

ABSTRACT

Shield tunneling method is widely used in urban metro construction at present. How to control the disturbance of shield construction on overlying soil and adjacent exist railways is an important issue in the development and utilization process of underground space. Based on the project, Shenzhen Metro Line 7 crossing underneath Shenzhen North Railway Station, this paper puts forward a set of reinforcement measures system for overlapped shield crossing underneath railway station. This paper concludes that full-bin mode tunneling, decreasing slag volume, accelerating the shield tunneling speed, and early synchronous grouting are effective methods for controlling stratum deformation, which are verified by field monitoring. The research conclusion can provide some reference for the similar engineering in the future.

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ACKNOWLEDGMENT

We highly appreciate the funding supported by National Natural Science Foundation of China (NSFC) under Grant No. 51508037. Finally, the authors would like to thank reviewers for useful comments and editors for improving the manuscript.

REFERENCES

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Koyama, Y. (2003). “Present status and technology of shield tunneling method in Japan.” Tunn. Undergr. Space Technol., 18, 145-159.
LIU, J. F. (2012). “Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis.” Tunn. Undergr. Space Technol., 28, 287-296.
LI, W. (2018). “Study on Reinforcing Technology System for the Overlapped Running Shield Tunnels underneath the Track Group of High Speed Railways.” Modern Tunneling Technology, 55, 191-196.
Naghadehi, M. Z. (2016). “The probabilistic time and cost risk analysis of a challenging part of an urban tunneling project.”Tunn. Undergr. Space Technol., 58, 11-29.
QIAN, W. P. (2019). “Deformation characteristics and safety assessment of a high-speed railway induced by undercutting metro tunnel excavation.” Journal of Rock Mechanics and Geotechnical Engineering, 11, 88-98.
QIAN, Q. H. (2016). “Present state, problems and development trends of urban underground space in China.” Tunn. Undergr. Space Technol., 55, 280-289.
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Information & Authors

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Published In

Go to ICTE 2019
ICTE 2019
Pages: 835 - 842
Editors: Xiaobo Liu, Ph.D., Southwest Jiaotong University, Qiyuan Peng, Ph.D., Southwest Jiaotong University, and Kelvin C. P. Wang, Ph.D., Oklahoma State University
ISBN (Online): 978-0-7844-8274-2

History

Published online: Jan 13, 2020

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Authors

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Hui Hu
Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China
Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). E-mail: [email protected]
Liang Chen
School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410076, China
Lu Wang
Sichuan Vocational and Technical College of Communications, Chengdu 611130, China

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