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Observed response of a shield-driven tunnel to fluctuations in river stage

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Abstract

One issue of particular concern in construction of shield-driven tunnels beneath the Qiantang River is the evaluation of impacts of changes in river stage on serviceability and structural soundness of the tunnels in the long run. During construction of the Qiantang River Tunnel, four typical cross-sections of the tunnel linings were instrumented with total earth pressure cells and reinforcement strain gauges, embedded during precasting of the concrete segments, to measure the tunnel responses to changes in river stage during operation. This paper analyzes the field-measured total earth pressures acting on the tunnel linings and strains of the steel bars embedded within the segments and explores their correlations with river stage of the Qiantang River. Based on the field observations, a calculation model taking variations of river level with time into account is proposed to predict the total earth pressures acting on the tunnel lining situated beneath the Qiantang River.

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References

  • British Tunneling Society (2004) Tunnel lining design guide. Thomas Telford Services Limited, London

    Book  Google Scholar 

  • Chen GQ, Huang RQ, Xu Q, Li TB (2012) Prevention of the natural landslide disaster based on the deformation management level. Disaster Adv 5(4):1719–1724

    Google Scholar 

  • Einstein HH, Schwartz C (1980) Discussion on simplified analysis for tunnel supports. J Geotech Eng Div ASCE GT7, pp 835–838

  • Guo XH (2011) Research on lining stability of Xiamen Xiang’an Subsea Tunnel in weathered trough. Doctoral dissertation, Beijing Jiaotong University (in Chinese)

  • Huang MH (2008) Running performance analysis and health monitoring system design of Yongjiang underwater tunnel. Dissertation for the Master Degree in Engineering, Harbin Institute of Technology (in Chinese)

  • Huang QF, Yuan DJ, Wang MS (2008) Influence of water level on internal force of segments of shield tunnels. Chin J Geotech Eng 30(8):1112–1120 (in Chinese)

    Google Scholar 

  • ITA, WG (2000) Guidelines for the design of shield tunnel lining. Tunn Undergr Space Technol 15 (3):303–331

  • Japanese Society of Civil Engineers (JSCE) (1996) Japanese Standard for Shield Tunneling 3rd edn

  • Kasper T, Steenfelt JS, Pedersen LM, Jackson PG, Heijmans RWMG (2008) Stability of an immersed tunnel in offshore conditions under deep water wave impact. Coast Eng 55(9):753–760

    Article  Google Scholar 

  • Kim HJ, Eisenstein Z (2006) Prediction of tunnel lining loads using correction factors. Eng Geol 85(3):302–312

    Article  Google Scholar 

  • Koyama Y (2003) Present status and technology of shield tunneling method in Japan. Tunn Undergr Space Technol 18(2):145–159

    Article  Google Scholar 

  • Li W, Xiong FW (2007) Influence of oceanic tide on tunnel subsidence monitoring. Shanghai Geol 2:18–20 (in Chinese)

    Google Scholar 

  • Mashimo M, Ishimura T (2003) Evaluation of the load on shield tunnel lining in gravel. Tunn Undergr Space Technol 18(2):233–241

    Article  Google Scholar 

  • Murayama S (1968) Earth pressure on vertically yielding section in sand layer. DPRI Annuals, No. 11(B), Kyoto University, pp 549–565

  • Shao JJ, Li YS (2003) Calculation methods for settlements of immersed tunnels induced by tidal load. J Tongji Univ 31(6):657–662 (in Chinese)

    Google Scholar 

  • Tuchiya Y, Kurakawa T, Matsunaga T, Kudo T (2009) Research on the long-term behavior and evaluation of lining concrete of the Seikan Tunnel. Soils Found 49(6):969–980

    Article  Google Scholar 

  • Wood AMM (1975) The circular tunnel in elastic ground. Geotechnique 25(1):115–127

    Article  Google Scholar 

  • Yu HD, Chen WZ, Guo XH, Lu HF, Tan XJ, Yang JP (2009) Research on effect of tide on stabilities of channel tunnel lining. Chin J Rock Mech Eng 28(Supp 1):2905–2914 (in Chinese)

    Google Scholar 

  • Zhu W, Zhong XC, Jia R (2008) Simulation on relaxation effect of vertical earth pressure for shield tunnels by particle flow code. Chin J Geotech Eng 30(5):750–754 (in Chinese)

    Google Scholar 

Download references

Acknowledgments

The authors appreciate help from the staff of the Hangzhou Qing-chun Road Cross-river Tunnel Company Ltd., during instrumentation set-up and data acquisition. This study is sponsored by Opening Funds of Key Laboratory of Geotechnical and Underground Engineering (Tongji University) of Ministry of Education (KLE-TJGE-B1402), K. C. Wong Magna Fund in Ningbo University, and Talent Project of Ningbo University (No. ZX2014000818).

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Correspondence to Cungang Lin.

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Lin, C., Wu, S., Xia, T. et al. Observed response of a shield-driven tunnel to fluctuations in river stage. Environ Earth Sci 73, 6311–6322 (2015). https://doi.org/10.1007/s12665-014-3853-x

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  • DOI: https://doi.org/10.1007/s12665-014-3853-x

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