Back
 OJCE  Vol.6 No.2 , March 2016
Evaluation of Seismic Behavior and Earth’s Surface Acceleration, by Interaction of Tunnels with Different Shapes and Different Types of Soils
Abstract: With the increasing population and the consequent needs for transport facilities, the construction of tunnels in urban environments is fast growing. Tunneling at each depth of the soil, causes changes in the earth’s surface; this is more important about urban areas tunnels, especially when crossing the residential areas, so having knowledge of their performance is really important. Some of the consequences of underground tunneling are earth surface moving around the tunnel, movement of tunnel’s surrounding and changes in earthquake acceleration. The performance and behavior of underground structures have been studied by numerous researchers, but the effect of tunneling on earthquake records and its effects on aboveground structures have been getting less attention. The current article will try to study and examine the changes in seismic velocity at ground level, structural response spectrum, and Fourier spectrum with digging a circular tunnel. The results show that digging a circular tunnel at ground level will cause a change in the earthquake records profile.
Cite this paper: Rostami, A. , Ziarati, M. , Shahi, B. and Jahani, S. (2016) Evaluation of Seismic Behavior and Earth’s Surface Acceleration, by Interaction of Tunnels with Different Shapes and Different Types of Soils. Open Journal of Civil Engineering, 6, 242-253. doi: 10.4236/ojce.2016.62022.
References

[1]   Peck, R.B. (1969) Deep Excavation and Tunneling in Soft Ground. State-of-the-Art Report. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico, 225-290.

[2]   Atkinson, J.H. and Potts, D.M. (1977) Subsidence above Shallow Circular Tunnels in Soft Ground. Journal of Geotechnical Engineering Division, 103, 307-325.

[3]   Clough, G.W. and Schmidt, B. (1981) Excavation and Tunneling. In: Brand E.W. and Brenner, R.P., Eds., Soft Clay Engineering, Chapter 8, Elsevier, Amsterdam.

[4]   Leach, G. (1985) Pipeline Response to Tunneling. Unpublished Paper.

[5]   Mail, R.J., Gunn, M.J. and O’Reilly, M.P. (1983) Ground Movement around Shallow Tunnels in Soft Clay. 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 15-19 June 1983, 323-328.

[6]   Attewell, P.B. and Farmer, I.W. (1974) Ground Deformations Resulting from Shield Tunneling in London Clay. Canadian Geotechnical Journal, 11, 380-395.
http://dx.doi.org/10.1139/t74-039

[7]   Oteo, C.S. and Sagaseta, C. (1996) Some Spanish Experiences of Measurement and Evaluation of Ground Displacements around Urban Tunnels. In: Mair, R.J. and Taylor, R.N., Eds., Geotechnical Aspects of Undergoing Construction in Soft Ground, Balliol College, London, 731-736.

[8]   Yiouta-Mitra, P., Kouretzis, G., Bouckovalas, G. and Sofianos, A. (2007) Effect of Underground Structures in Earthquake Resistant Design of Surface Structures. Dynamic Response and Soil Properties, 1-10.

[9]   Dravinski, M. (1983) Ground Motion Amplification Due to Elastic Inclusions in a Half Space. Earthquake Engineering & Structural Dynamics, 11, 313-335.
http://dx.doi.org/10.1002/eqe.4290110303

[10]   Lee, V.W. (1988) Three Dimensional Diffraction of Elastic Waves by a Spherical Cavity in an Elastic Halfspace: Closed form Solutions. Soil Dynamics and Earthquake Engineering, 7, 149-161.
http://dx.doi.org/10.1016/S0267-7261(88)80019-8

[11]   Pao, H.Y. and Maw, C.C. (1973) The Diffraction of Elastic Waves and Dynamic Stress Concentrations. Ccrane-Russak, New York.

[12]   Smerzini, C., Aviles, J., Paolucci, R. and Sanchez-Sesma, F.J. (2009) Effect of Underground Cavities on Surface Ground Motion under SH Wave Propagation. Earthquake Engineering & Structural Dynamics, 38, 1441-1460.
http://dx.doi.org/10.1002/eqe.912

[13]   Wong, K.C., Shah, A.H. and Datta, S.K. (1985) Diffraction of Elastic Waves in a Halfspace. II. Analytical and Numerical Solutions. Bulletin of the Seismological Society of America, 75, 69-92.

[14]   Sun, Ch. and Wang, Q. (2012) Effects of Underground Structure on Acceleration Response of Site. Advanced Materials Research, 368-373, 2791-2794.

[15]   Baziar, M.H., Moghadam, M.R., Kim, D.S. and Choo, Y.W. (2014) Effect of Underground Tunnel on the Ground Surface Acceleration. Tunnelling and Underground Space Technology, 44, 10-22.
http://dx.doi.org/10.1016/j.tust.2014.07.004

[16]   Cilingir, U. and Madabhushi, S.G. (2011) A Model Study on the Effects of Input Motion on the Seismic Behaviour of Tunnels. Soil Dynamics and Earthquake Engineering, 31, 452-462.
http://dx.doi.org/10.1016/j.soildyn.2010.10.004

[17]   Abuhajar, O., El Naggar, H. and Newson, T. (2011) Effects of Underground Structures on Amplification of Seismic motion for Sand with Varying Density. 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and 64th Canadian Geotechnical Conference, Toronto, 6 October 2011, 727.

[18]   Rostami, A., Kamali-Dehkordi, P., Askari-Ziarati, M, Jahani, S. and Lotfi, K. (2016) The Types of Tunnel Maintenance in Umbrella Arch Method. Open Journal of Civil Engineering, 6, 156-162.
http://dx.doi.org/10.4236/ojce.2016.62014

[19]   Besharat, V., Davoodi, M. and Jafari, M.K. (2012) Effect of Underground Structures on Free-Field Ground Motion during Earthquakes. 15th World Conference on Earthquake Engineering, Lisbon, WCEE2012_4684.

[20]   ABAQUS Finite Element Anlysis Software Verjon 6.14.2.

[21]   Afifipour, M., Sharifzadeh, M., Shahriar, K. and Jamshidi, H. (2011) Interaction of Twin Tunnels and Shallow Foundation at Z and Underpass, Shiraz Metro, Iran. Tunnelling and Underground Space Technology, 26, 356-363.
http://dx.doi.org/10.1016/j.tust.2010.11.006

[22]   Maleki, M., Sereshteh, H., Mousivand, M. and Bayat, M. (2011) An Equivalent Beam Model for the Analysis of Tunnel-Building Interaction. Tunnelling and Underground Space Technology, 26, 524-533.
http://dx.doi.org/10.1016/j.tust.2011.02.006

[23]   http://peer.berkeley.edu/

 
 
Top