Risk Assessment Study for Mega Tunnel in Fault Zone of the Lesser Himalayas Using Finite Element Analysis
Publication: International Conference on Transportation and Development 2024
ABSTRACT
Mechanized tunneling technology using a tunnel boring machine (TBM) has a great space in the modern era as it provides a safe and workable environment for the working crew and a high advance rate in favorable geologic conditions. Despite being a good solution in the favorable ground scenario, it will create a challenging situation for the weak and fragile rock masses. Himalayan mountain ranges are the most unstable region in the world, and seeking the researcher’s attention for proposing a suitable methodology for successful tunneling operations using TBM. Complex geology, tectonically intricate zones, squeezing ground, faults, and ingress of water are some of the inevitable challenges in this region. The selection of appropriate TBM machines and other pressure parameters is a significant task. Keeping all in view, this research work proposed the study approach in the assessment of geo-risk evolved in TBM tunneling. A finite element-based program using Midas GTS Nx was used for the three-dimensional analysis of the mega tunnel. Mega tunnel refers to a large dimensional artificial passageway as an underground structure beyond 10 m in diameter. Soft computing models were prepared considering actual ground conditions and fault characteristics. Maximum vertical displacement of the surface considering plastic region up to three times of tunnel diameter (3D) was observed along with the crown settlement. Specification of single shield machine was considered as per literature at initial analysis. It was found that applied machine parameters were inadequate at the actual fault zone and led to excessive displacement of the ground, which may lead to blocking and jamming of the particular machine. The application of a combination of drilling thrust and cutter head torque provides a workable solution to avoid the above-mentioned risk. This research work anticipates a viable solution in the application of machine pressure parameters and provides insight for decision-making in the practical condition of the Lesser Himalayan region.
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REFERENCES
Ates, U., Bilgin, N., and Copur, H. (2014). Estimating torque, thrust and other design parameters of different type TBMs with some criticism to TBMs used in Turkish tunneling projects. Tunnelling and Underground Space Technology, 40, 46–63.
Goel, R. K. (2016). Experiences and lessons from the use of TBM in the Himalaya–A review. Tunnelling and Underground Space Technology, 57, 277–283.
Naji, A. M., Emad, M. Z., Rehman, H., and Yoo, H. (2019). Geological and geomechanical heterogeneity in deep hydropower tunnels: A rock burst failure case study. Tunnelling and Underground Space Technology, 84, 507–521.
Prakash, S., and Pandey, V. K. (2020). Associated Risk and Rectification during TBM Tunnelling [J]. Journal of Rock Mechanics and Tunnelling Technology (JRMTT), 26(2), 93–108.
Celada, B., and Bieniawski, Z. T. (2019). Ground Characterization and Structural Analyses for Tunnel Design. CRC Press.
Faramarzi, L., Kheradmandian, A., and Azhari, A. (2020). Evaluation and optimization of the effective parameters on the shield TBM performance: torque and thrust—using discrete element method (DEM). Geotechnical and Geological Engineering, 38, 2745–2759.
Acun, S., Bilgin, N., and Erboylu, U. (2021). Contribution on the understanding of EPB-TBM drives in complex geologic structures. Tunnelling and Underground Space Technology, 107, 103646.
Kulkarni, S., and Ranadive, M. S. (2021, December). Investigation for Influence of Pressure on Face Stability of Mega Tunnel. In International Conference on Geotechnical Challenges in Mining, Tunneling and Underground Infrastructures (pp. 357–369). Singapore: Springer Nature Singapore.
Kulkarni, S., and Ranadive, M. S. (2022). Finite Element Analysis for Parametric Study of Mega Tunnels. In Recent Trends in Construction Technology and Management: Select Proceedings of ACTM 2021 (pp. 1227–1243). Singapore: Springer Nature Singapore.
Sharafat, A., Latif, K., and Seo, J. (2021). Risk analysis of TBM tunneling projects based on generic bow-tie risk analysis approach in difficult ground conditions. Tunnelling and Underground Space Technology, 111, 103860.
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Published online: Jun 13, 2024
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