Abstract
With the recent increase in terrorist attacks on the structures with strategic importance, detailed research intervention is required to study their behaviour under extreme loadings such as loading resulting from blast. Hence, in this investigation, three different cross sections of the tunnel with two different soil mediums are investigated under the blast loading. Herein, 3-dimensional nonlinear finite element analysis of tunnels is carried out using ABAQUS/Explicit®. Stress–strain response of soil, concrete and reinforcement has been simulated using Mohr–Coulomb plasticity, concrete-damaged plasticity and Johnson–Cook plasticity material models, respectively. In this study, FE analysis is carried out to compare the damage of tunnel and surrounding soil under three different cross sections of tunnel, i.e. arched, circular and rectangular, and two soil conditions, i.e. saturated and unsaturated soil. Further, tunnel is analysed for an explosion of 100-kg TNT explosive placed at the centre of the cross section of tunnel. Response of the tunnels in terms of displacement and stress at critical locations is computed for the comparison of the results. Results indicate that the variation in cross-sectional shape and surrounding soil affects the behaviour of tunnel for the same amount of the explosive. It has been also observed that displacement in tunnel lining and soil surface is of smaller magnitude for saturated soil. Also, lower stress is observed for saturated soil for all other conditions being same.
Similar content being viewed by others
References
ABAQUS, Explicit® (2018) User’s manual. Dassault Systemes Simulia Corporation, Paris
Choi S, Wang J, Munfakh G, Dwyre E (2006) 3D nonlinear blast model analysis for underground structures. In: GeoCongress 2006: geotechnical engineering in the information technology age, pp 1–6
Liu H (2009) Dynamic analysis of subway structures under blast loading. Geotech Geol Eng 27(6):699. https://doi.org/10.1007/s10706-009-9269-9
Yang Y, Xie X, Wang R (2010) Numerical simulation of dynamic response of operating metro tunnel induced by ground explosion. J Rock Mech Geotech Eng 2(4):373–384. https://doi.org/10.3724/SP.J.1235.2010.00373
Koneshwaran S, Thambiratnam DP, Gallage C (2015) Performance of buried tunnels subjected to surface blast incorporating fluid-structure interaction. J Perform Constr Fac 29(3):04014084. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000585
Prasanna R, Boominathan A (2015) Numerical simulation on behaviour of concrete tunnels in internal blast loading. In: Computer methods and recent advances in geomechanics: proceedings of the 14th international conference of international association for computer methods and recent advances in geomechanics. Taylor & Francis Books Ltd., pp 1907–1911
Yu H, Wang Z, Yuan Y, Li W (2016) Numerical analysis of internal blast effects on underground tunnel in soils. Struct Infrastruct Eng 12(9):1090–1105. https://doi.org/10.1080/15732479.2015.1077260
Soheyli MR, Akhaveissy AH, Mirhosseini SM (2016) Large-scale experimental and numerical study of blast acceleration created by close-in buried explosion on underground tunnel lining. Shock Vib. https://doi.org/10.1155/2016/8918050
Tiwari R, Chakraborty T, Matsagar V (2017) Dynamic analysis of tunnel in soil subjected to internal blast loading. Geotech Geol Eng 35(4):1491–1512. https://doi.org/10.1007/s40098-016-0179-5
Mussa MH, Mutalib AA, Hamid R, Naidu SR, Radzi NAM, Abedini M (2017) Assessment of damage to an underground box tunnel by a surface explosion. Tunn Undergr Space Technol 66:64–76. https://doi.org/10.1016/j.tust.2017.04.001
Singh M, Viladkar MN, Samadhiya NK (2017) Seismic analysis of Delhi metro underground tunnels. Indian Geotech J 47(1):67–83. https://doi.org/10.1007/s40098-016-0203-9
Swisdak Jr MM (1994) Simplified kingery airblast calculations. Naval Surface Warfare Center Indian Head Division MD. Technical report ADA526744
Jankowiak T, Lodygowski T (2005) Identification of parameters of concrete damage plasticity constitutive model. Found Civ Env Eng 6(1):53–69
Johnson GR, Johnson GR (1983) A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures. In: Proceeding of 7th international symposium on ballistics, pp 541–547
Goel MD, Matsagar VA, Gupta AK (2011) Dynamic response of stiffened plates under air blast. Int J Prot Struct 2(1):139–155. https://doi.org/10.1260/2041-4196.2.1.139
Al Amli AS, Al-Ansari N, Laue J (2019) Study numerical simulation of stress–strain behavior of reinforced concrete bar in soil using theoretical models. Civ Eng J 11(5):2349–2358. https://doi.org/10.28991/cej-2019-03091416
Li J, Wu C, Hao H, Su Y, Liu Z (2016) Blast resistance of concrete slab reinforced with high performance fibre material. J Struct Integr Maint 1(2):51–59. https://doi.org/10.1080/24705314.2016.1179496
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Goel, M.D., Verma, S. & Panchal, S. Effect of Internal Blast on Tunnel Lining and Surrounding Soil. Indian Geotech J 51, 359–368 (2021). https://doi.org/10.1007/s40098-020-00451-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40098-020-00451-1