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

Shucai Li, Lichao Nie, Bin Liu

Engineering ›› 2018, Vol. 4 ›› Issue (1) : 131-137.

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Engineering ›› 2018, Vol. 4 ›› Issue (1) : 131-137. DOI: 10.1016/j.eng.2017.12.010
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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

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Abstract

An increasing number of tunnels are being constructed with tunnel-boring machines (TBMs) due to the increased efficiency and shorter completion time resulting from their use. However, when a TBM encounters adverse geological conditions in the course of tunnel construction (e.g., karst caves, faults, or fractured zones), disasters such as water and mud inrush, collapse, or machine blockage may result, and may severely imperil construction safety. Therefore, the advance detection of adverse geology and water-bearing conditions in front of the tunnel face is of great importance. This paper uses the TBM tunneling of the water conveyance project from Songhua River as a case study in order to propose a comprehensive forward geological prospecting technical system that is suitable for TBM tunnel construction under complicated geological conditions. By combining geological analysis with forward geological prospecting using a three-dimensional (3D) induced polarization method and a 3D seismic method, a comprehensive forward geological prospecting technical system can accurately forecast water inrush geo-hazards or faults in front of the TBM tunnel face. In this way, disasters such as water and mud inrush, collapse, or machine blockage can be avoided. This prospecting technical system also has reference value for carrying out the forward prospecting of adverse geology for potential TBM tunneling and for ensuring that a TBM can work efficiently.

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Hard rock TBM tunnels / Comprehensive forward prospecting / Geological analysis / 3D induced polarization / 3D seismic method / Adverse geology

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Shucai Li, Lichao Nie, Bin Liu. 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. Engineering, 2018, 4(1): 131‒137 https://doi.org/10.1016/j.eng.2017.12.010

References

[1]
L. Petronio, F. Poletto. Seismic-while-drilling by using tunnel boring machine noise. Geophysics,67 (6) (2002), pp. 1798-1809
[2]
E. Farrokh, J. Rostami. Effect of adverse geological condition on TBM operation in Ghomroud tunnel conveyance project. Tunn Undergr Space Technol,24 (4) (2009), pp. 436-446
[3]
Q. Qian, C. Li, D. Fu. The present and prospect of application of tunneler in China’s underground engineering. Undergr Space,22 (1) (2002), pp. 1-11 [Chinese].
[4]
J. Zhang. The application and some problems of TBM and its prospects. Chin J Rock Mech Eng,18 (3) (1999), pp. 363-367 [Chinese].
[5]
J. Zhang, B. Fu. Advances in tunnel boring machine application in China. Chin J Rock Mech Eng,26 (2) (2007), pp. 226-238 [Chinese].
[6]
M. Parise, J. De Waele, F. Gutierrez. Engineering and environmental problems in karst—An introduction. Eng Geol,99 (3-4) (2008), pp. 91-94
[7]
J. Yin, Y. Shang, B. Fu, Y. Qu. Development of TBM-excavation technology and analyses and countermeasures of related engineering geological problems. J Eng Geol,13 (3) (2005), pp. 389-397 [Chinese].
[8]
N. Barton. Reducing risk in long deep tunnels by using TBM and drill-and-blast methods in the same project—The hybrid solution. J Rock Mech Geotech Eng,4 (2) (2012), pp. 115-126. DOI: 10.3724/SP.J.1235.2012.00115
[9]
Vibert C, Gupta SC, Felix Y, Binquet J, Robert F. Dul Hasti hydroelectric project (India):Experience gained from back-analysis of the excavation of the headrace tunnel. In: Proceedings of Geoline 2005 International Symposium; 2005 May 23-25; Lyon, France; 2005. p. 154.
[10]
Y. Shang, Z. Yang, Q. Zeng, Y. Sun, Y. Shi, G. Yuan. Retrospective analysis of TBM accidents from its poor flexibility to complicated geological conditions. Chin J Rock Mech Eng,26 (12) (2007), pp. 2404-2411 [Chinese].
[11]
X. Lu. Three dimensional parallel simulation of transient electromagnetic response of tunnel boring machine and the elimination of its response. [dissertation] Chang’an University, Xi’an (2012) [Chinese].
[12]
S. Li, B. Liu, X. Xu, L.C. Nie, Z. Liu, J. Song, et al. An overview of ahead geological prospecting in tunneling. Tunn Undergr Space Technol,63 (2017), pp. 69-94
[13]
A. Kaus, W. Boening. BEAM—Geoelectrical ahead monitoring for TBM-drives. Geomech Tunn,1 (5) (2008), pp. 442-449. DOI: 10.1002/geot.200800048
[14]
Lüth S, Giese R, Rechlin A.A seismic exploration system around and ahead of tunnel excavation—OnSITE. In:Proceedings of the World Tunnel Congress and the 34th Ita-Aites General Assembly; 2008 Sep 19-25; Agra, India; 2008. p. 34.
[15]
B. Liu, L. Chen, S. Li, J. Song, X. Xu, M. Li, et al. Three-dimensional seismic ahead-prospecting method and application in TBM tunneling. J Geotech Geoenviron,143 (12) (2017), p. 04017090. DOI: 10.1061/(ASCE)GT.1943-5606.0001785
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