Abstract
The subsidence caused on the surface due to the construction of subsurface tunnels for various purposes in urban areas is a major concern for both the tunnel and the overlaid buildings. Seeing the importance of study, different models has been created keeping reference of commercial and residential buildings. The amount of surface deformation and the stresses so generated are calculated, which plays a paramount role before construction. These models are analyzed on circular and semicircular tunnels with various loading conditions and varying litho. In this paper, two software’s namely STAAD Pro and Rocscience were used for structural design and analysis respectively. The study gives the basic idea of behavior of these two shapes of tunnels with varying loading condition and strata which shows a path for predicting unforeseeable displacements in real life situations.
Similar content being viewed by others
References
El Tani M (2001) Surface Displacements due to Pressure modifications induced by tunnels. Modern Tunneling Science and Technology, Adachi Et Al, @2001 Swets & Zeitlinger, ISBN 9026518609
Fattah MY, Shlash KT, Salim NM (2011) Settlement trough due to tunneling in cohesive ground. Indian Geotech J 41(2):64–75
Haghi AH, Asef MR, Taheri A, Mohkam M (2013) Evaluation of the heading confinement pressure effect on ground settlement for EPBTBM Using Full 3D numerical analysis. Int J Min Geo-Eng 47:13–32
Lu ZP, Liu GB (2009) Analysis of surface settlement due to the construction of a shield tunnel in soft clay in Shanghai. Geotechnical Aspects of Underground Construction in Soft Ground. Taylor Francis Group, London
Mahdi M, Shariatmadari N (2013) back analysis of tehran metro tunnel construction using FLAC-3D. Int J Civ Environ Eng 7(9):685–689
Maraš-Dragojević S (2012) Analysis of ground settlement caused by tunnel construction. GRAĐEVINAR 64(7):573–581
Mroueh H, Shahrour I (2003) A full 3-D finite element analysis of Tunneling-adjacent structures interaction. Comput Geotech 30(3):245–253
Novozhenin SU, Vystrchil MG (2016) New method of surface settlement prediction for saint- petersburg metro escalator tunnels excavated by EPB TBM. Procedia Eng 150:2266–2271
Ratan D, Singh PK, Kainthola A, Panthee S, Singh TN (2017) Numerical analysis of surface subsidence in asymmetric parallel highway tunnels. J Rock Mech Geotech Eng 9:170–179
Rebello N, Sastry VR, Shivashankar R (2014) Study of surface displacements on tunnelling under Buildings Using 3DEC numerical modelling. Int Sch Res Not 2014:13
Shabna PS, Sankar N (2016) Numerical analysis of shallow tunnels in soft ground using PLAXIS 2D. Int J Sci Eng Res 7(4):978
Shi C, Cao C, Lei M (2017) An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory. KSCE J Civ Eng 21(5):1933–1944
Soga K, Laver RG, Li Z (2017) Long-term tunnel behaviour and ground movements after tunnelling in clayey soils. Undergr Space 2(3):149–167
Wang D, Guo X, Jia Y (2014) Analysis of land subsidence deformation caused by urban shallow-buried tunnel construction. Open Civ Eng J 8:219–224
Yasrobi S, Salehi B (2011) Analysis of a tunnel structure subsidence risk a case study from Tehran, Iran. In: International Conference on Tunnelling & Trenchless Technology, Kuala Lumpur
Yoo C, Kim SB (2008) Three-dimensional numerical investigation of multifaced Tunneling in water- bearing soft ground. Can Geotech J 45(10):1467–1486
Zhu C, Li N (2016) Prediction and analysis of surface settlement due to shield tunnelling for Xi’an Metro. Can Geotech J 54(4):529–546
Acknowledgements
The authors are thankful to VNIT, Nagpur for providing necessary support and permission to conduct and publish this research work. A special thanks to Aparna Unnikrishnan who helped in editing and other support for this study. The views expressed in this paper are those of the authors and not necessarily of the organization they represent. This paper forms a part of the M Tech of the first author. We hereby declare that this submission is our own work and that to the best of our knowledge and belief. This research work is done pertaining the M Tech degree of the first author.
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
Krishna, S.S., Lokhande, R.D. Study on the Effect of Surface Subsidence Due to Tunneling Under Various Loading Conditions. Geotech Geol Eng 40, 923–943 (2022). https://doi.org/10.1007/s10706-021-01936-3
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10706-021-01936-3