Abstract
This paper intends to investigate the effect of tunnelling on the response of a framed building on different types of foundations with the help of shake table test. For the test, effect of utility tunnel on response of scaled prototype steel building has been determined with the help of accelerometer mounted at different floors. For experimental tests, three types of foundation (isolated foundation, mat foundation, and pile foundation) and two different heights of scaled prototype steel building frame have been considered. The analysis was performed in Heavy Structural Engineering Lab at N.I.T Patna, and soil has been excavated from the campus. To consider the ovalling effect of tunnel, shake table was vibrated perpendicular to the axis of tunnel by taking El Centro N-S as input motion. After the analysis it was found that ovalling effect of circular tunnel mostly affects the displacement of building when the tunnel was situated just below the centre axis of building. Same result was found for all types of foundation. Influence of ovalling effect of circular tunnel diminished as the distance between the building frame and tunnel increases. Response of building, constructed over isolated foundation was found to be the mostly effected as compared to the building constructed over other two types of foundation, while building constructed over pile foundation was the least affected. Shake table results show that high-rise prototype scaled steel building is much affected as compared to low-rise prototype scaled steel building frame. The results help in acknowledging the fact that foundation type should be considered for investigating the effect of tunnels during seismic excitation.
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References
Rayegani, A.; Nouri, G.: Seismic collapse probability and life cycle cost assessment of isolated structures subjected to pounding with smart hybrid isolation system using a modified fuzzy based controller. Structures 44, 2352–3124 (2022). https://doi.org/10.1016/j.istruc.2022.07.085
Hashash, Y.M.A.; Hook, J.J.; Schmidt, B.; I-Chiang Yao, J.: Seismic design and analysis of underground structures. Tunnel. Undergr. Space Technol. 16(4), 247–293 (2001). https://doi.org/10.1016/S0886-7798(01)00051-7
Chapman, D.N.; Metje, N.; Stark, A.: Introduction to tunnel construction, 2nd edn. Spon Press (2017)
Gil, L.M.; Hernández, E.; de la Fuente, P.: Simplified transverse seismic analysis of buried structures. Soil Dyn. Earthq. Eng.Dyn. Earthq. Eng. 21(8), 735–740 (2001). https://doi.org/10.1016/S0267-7261(01)00039-2
Pitilakis, K.; Tsinidis, G.; Leanza, A.; Maugeri, M.: Seismic behaviour of circular tunnels accounting for above ground structures interaction effects. Soil Dyn. Earthq. Eng.Dyn. Earthq. Eng. 67, 1–15 (2014). https://doi.org/10.1016/j.soildyn.2014.08.009
Abate, G.; Massimino, M.R.: Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy). Bull. Earthq. Eng. Earthq. Eng. 15(1), 469–491 (2017). https://doi.org/10.1007/s10518-016-9973-9
Xu, J.; Franza, A.; Marshall, A.M.: Response of framed buildings on raft foundations to tunneling. J. Geotech. Geoenviron. Eng. 146(11), 4020120 (2020). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002376
Azadi, M.; Hosseini, S.M.: The impact of underground tunnel excavation on adjacent buildings during earthquake case study: Shiraz underground, Iran. Electron. J. Geotech. Eng.Geotech. Eng. 12, 1–10 (2007)
Yang, Y.B.; Hung, H.-H.; Lin, K.-C.; Cheng, K.-W.: Dynamic response of elastic half-space with cavity subjected to P and SV waves by finite/infinite element approach. Int. J. Struct. Stab. Dyn.Struct. Stab. Dyn. 15(07), 1540009 (2015). https://doi.org/10.1142/S021945541540009X
Zhang, L.; Wu, X.; Zhu, H.; AbouRizk, S.M.: Performing global uncertainty and sensitivity analysis from given data in tunnel construction. J. Comput. Civ. Eng.Comput. Civ. Eng. (2017). https://doi.org/10.1061/(asce)cp.1943-5487.0000714
Wang, G.; Yuan, M.; Miao, Y.; Wu, J.; Wang, Y.: Experimental study on seismic response of underground tunnel-soil-surface structure interaction system. Tunnel. Undergr. Space Technol. 76, 145–159 (2018). https://doi.org/10.1016/j.tust.2018.03.015
Rayegani, A.; Nouri, G.: Application of smart dampers for prevention of seismic pounding in isolated structures subjected to near-fault earthquakes. J. Earthq. Eng. 26(8), 4069–4084 (2022). https://doi.org/10.1080/13632469.2020.1822230
Franza, A.; Marshall, A.M.: Centrifuge and real-time hybrid testing of tunneling beneath piles and piled buildings. J. Geotech. Geoenviron. Eng. 145(3), 4018110 (2019). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002003
Marshall, A.M.; Haji, T.: An analytical study of tunnel–pile interaction. Tunnel. Undergr. Space Technol. 45, 43–51 (2015). https://doi.org/10.1016/j.tust.2014.09.001
Marshall, A.M.; Mair, R.J.: Tunneling beneath driven or jacked end-bearing piles in sand. Can. Geotech. J.Geotech. J. 48(12), 1757–1771 (2011). https://doi.org/10.1139/t11-067
Dimmock, P.S.; Mair, R.J.: Effect of building stiffness on tunnelling-induced ground movement. Tunnel. Undergr. Space Technol. 23(4), 438–450 (2008). https://doi.org/10.1016/j.tust.2007.08.001
Farrell, R.; Mair, R.; Sciotti, A.; Pigorini, A.: Building response to tunnelling. Soils Found. 54(3), 269–279 (2014). https://doi.org/10.1016/j.sandf.2014.04.003
Michael, G.W., Mair, R.J. (2014) The influence of tunnelling and deep excavation on piled foundations. International Society for Soil Mechanics and Geotechnical Engineering
Huang, M.; Zhang, C.; Li, Z.: A simplified analysis method for the influence of tunneling on grouped piles. Tunnel. Undergr. Space Technol. 24(4), 410–422 (2009). https://doi.org/10.1016/j.tust.2008.11.005
Ritter, S.; Giardina, G.; DeJong, M.J.; Mair, R.J.: Centrifuge modelling of building response to tunnel excavation. Int. J. Phys. Model. Geotech. 18(3), 146–161 (2018). https://doi.org/10.1680/jphmg.16.00053
Meymand, P.J., Riemer, M., Seed, R.B. (2000). Large scale shaking table tests of seismic soil-pile interaction in soft clay. In: Proc. 12th World Conf. Earthquake Eng. New Zealand (Vol. 5, No. 0915)
Indian Standard. IS 808: 1989 Dimensions for hot rolled steel beam, column, channel and angle sections. 1989
Akan, R.; Keskin, S.N.: The effect of data size of ANFIS and MLR models on prediction of unconfined compression strength of clayey soils. SN Appl. Sci. 1, 843 (2019). https://doi.org/10.1007/s42452-019-0883-8
Indian Standard. IS: 1498—1970, Classification and identification of soils for general engineering purposes, bureau of Indian standards, New Delhi (Reaffirmed 2007). 2000
Lu, X.; Chen, Y.; Chen, B.; Li, P.: Shaking table model test on the dynamic soil-structure interaction system. J. Asian Archit. Build. Eng. 1, 55–64 (2002)
Turan, A.; Hinchberger, S.D.; El Naggar, H.: Design and commissioning of a laminar soil container for use on small shaking tables. Soil Dyn. Earthq. Eng.Dyn. Earthq. Eng. 29, 404–414 (2009). https://doi.org/10.1016/j.soildyn.2008.04.003
Hokmabadi, A.S.; Fatahi, B.; Samali, B.: Physical modelling of seismic soil-pile-structure interaction for buildings on soft soils. Int. J. Geomech. Geomech. 15, 04014046 (2015). https://doi.org/10.1061/(ASCE)GM.1943-5622.0000396
Akan, R.; Sert, S.: Investigation of the consolidation behavior of soft soil improved with vertical drains by finite element method. Int. J. Eng. Appl. Sci. 13(3), 93–105 (2021). https://doi.org/10.24107/ijeas.1002115
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Kumar, V., Anand, P. Study of Tunnelling-Induced Response of Building Frame with Shake Table Test. Arab J Sci Eng 49, 5159–5169 (2024). https://doi.org/10.1007/s13369-023-08374-8
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DOI: https://doi.org/10.1007/s13369-023-08374-8