Importance of Geophysical Investigations in Underground Urban Metro Tunnel Projects

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Subsurface geophysical investigations are useful for minimization and optimizing the association of conventional direct investigation methods, resulting in faster and effective advancement of underground development systems. Geophysical techniques provide expensive and cost-effective ways to enhance data obtained by direct exploratory techniques such as borehole drillings, trial test pits and in situ testing, confirming local anomalies that may not be distinguishable by other methods of investigations.In the present study, the operation of Seismic Refraction Method (SRT) in urban tunnelling is investigated during the planning phase (before construction). The lithology interpreted using the SRT technique is compared to a nearby executed borehole log and found to be comparable. A cost and duration comparison between the direct system (boring) and the seismic refraction method for a 1.0 km tunnel stretch is also carried out. It is revealed that the use of SRT required only 2.5 days, whereas borehole drilling takes a much longer duration, 17 days, to perform and complete the same task. The use of SRT reduces exploration duration by over 7.0 times compared with the boring method. The cost required for conducting SRT is 425,000 INR, whereas the borehole drilling technique is 2,800,000 INR, which is almost 6.5 times less than the boring method. This demonstrates that SRT is significantly more efficient in time and cost than borehole drilling.

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Engineering Headway (Volume 34)

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29-39

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February 2026

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© 2026 Trans Tech Publications Ltd. All Rights Reserved

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[1] P. Budetta, C. De Luca and M. Napp, Quantitative rockfall risk assessment for an important road by means of the rockfall risk management (RO.MA.) method, Bull Eng. Geol. Environ.75 (2016) 1377-1397.

DOI: 10.1007/s10064-015-0798-6

Google Scholar

[2] Dong Lin, Zhipeng Zhou, Miaocheng Weng, Wout Broere and Jianqiang Cui, Metro systems: Construction, operation and impacts, Tunnelling and Underground Space Technology. 143 (2024).

DOI: 10.1016/j.tust.2023.105373

Google Scholar

[3] P. Zhao and Li S, Bicycle-metro integration in a growing city: The determinants of cycling as a transfer mode in metro station areas in Beijing, Transp. Res. A Policy Pract. 99 (2017) 46-60.

DOI: 10.1016/j.tra.2017.03.003

Google Scholar

[4] R. Cervero and Dai, D. BRT TOD: Leveraging transit-oriented development with bus rapid transit investments, Transport Policy. 36 (2014)127–138.

DOI: 10.1016/j.tranpol.2014.08.001

Google Scholar

[5] E. Alonso, Resilience of underground systems in urban metro projects, Tunnelling and Underground Space Technology. 65(2017)1–10.

DOI: 10.1016/j.tust.2017.02.012

Google Scholar

[6] B. Maidl, L. Schmid, W. Ritz, and M. Herrenknecht, Hardrock Tunnel Boring Machines. Wiley-Ernst & Sohn. 2008.

DOI: 10.1002/9783433600122

Google Scholar

[7] Vakili Ramin, Geo-structural challenges for advancing tunnel design and construction, structure magazine. 2024.

Google Scholar

[8] Roy E. Hunt, Geotechnical Engineering Investigation Handbook, 2nd edition, Boca Raton, FL: CRC Press, 2005.

Google Scholar

[9] Y. Zhou, X. Li, and B. Wang, Progressive fine integrated geophysical method for karst detection during subway construction, Pure and Applied Geophysics.178 (2021) 91–106.

DOI: 10.1007/s00024-020-02636-4

Google Scholar

[10] Ding Hai-hong and Jiang Wei-wei, Application of geophysical methods in tunnel exploration, 5th International Conference on Civil, Architectural and Hydraulic Engineering. 2016.

DOI: 10.2991/iccahe-16.2016.33

Google Scholar

[11] A. Serafim, and D.F. Penna, Tunnelling and hydrogeological issues: A short review of the current state of the art, Rock Mechanics and Rock Engineering. 47 (2014) 839–851

DOI: 10.1007/s00603-012-0319-x

Google Scholar

[12] Y. M. A. Hashash, J. J. Hook, B. Schmidt, and J. I.-C. Yao, Seismic design and analysis of underground structures, Tunnelling and Underground Space Technology. 16 (2001) 247–293

DOI: 10.1016/S0886-7798(01)00051-7

Google Scholar

[13] L. F. Zhang, R.H. Li, H. Liu, Z. B. Fang, H.B. Wang, Y. Yuan, and H. T. Yu, A review on seismic response and aseismic measures of fault-crossing tunnels. IOP Conference Series: Earth and Environmental Science. 570 (2020).

DOI: 10.1088/1755-1315/570/5/052046

Google Scholar

[14] IS 15681-2006, Geological exploration by geophysical method (seismic refraction) code of practice.

Google Scholar