SEGMENT’S JOINT IN PRECAST TUNNEL LINING DESIGN
DOI:
https://doi.org/10.11113/jt.v77.6426Keywords:
Segmental lining, segment’s jointAbstract
Tunnel lining design requires an interactive approach as the design is not merely about the strength, but how much the tunnel allows to flexure to overcome the ground movement. When tunnel interacts with soil, stress from the ground is distributed into the structure. In the case of precast segmental bolted tunnel lining, it is critical to investigate the lining joints reaction, as this affects the overall flexural behaviour of tunnel lining. The objective of this paper is to present a discussion on the mechanics response of segmental tunnel lining affected by the segment’s joint. A short review on research works conducted in recent day on joint effect in segment’s joint in tunnel lining is also presented.Â
References
Kuesel, T.R., King, E.H., John O. and Bickel, J. O. 1996. Tunnel Engineering Handbook. Edition: 2nd ed.
Koyama, Y. 2003. Present Status and Technology Of Shield Tunneling Method In Japan. Tunnelling and Underground Space Technology. 18(2-3): 145–159.
Sugimoto, M. 2006. Causes Of Shield Segment Damages During Construction. International Symposium on Underground Excavation and Tunnelling. Bangkok, Thailand.
Chen, J.S. and Mo, H.H. 2009. Numerical Study On Crack Problems In Segments Of Shield Tunnel Using Finite Element Method. Tunnelling and Underground Space Technology. 24(1): 91–102.
Klappers C, Gru¨bl F. and Ostermeier, B. 2006. Structural Analyses Of segmental Lining—Coupled Beam And Spring Analyses Versus 3D-FEM Calculations With Shell Elements. TunnUndergr SpaceTechnol. 21: 254–255.
Teachavorasinskun, S. and Chub-uppakarn, T. 2010. Influence Of Segmental Joints On Tunnel Lining. Tunnelling and Underground Space Technology. 25(4): 490–494.
Lee, K.M.R. Hou, X.Y. and Ge, X.W. 2001. An Analytical Solution For A Jointed Shield-Driven Tunnel Lining. International Journal for Numerical and Analytical Methods in Geomechanics. 25:365–390.
Yanzhi, Y., Weiwei, Z.,Jianwei, W. and Zhihao, Y. 2014. Technical note: Three-Dimensional Orthotropic Equivalent Modelling Method Of Large-Scale Circular Jointed Lining. Tunnelling and Underground Space Technology. 44: 33–41.
Luttikholt, A. 2007. Ultimate Limit State Analysis of a Segmented Tunnel Lining. Master Thesis. TU Delft.
Shalabi, F.I., Cording, E.J. and Paul, S.L. 2012. Concrete Segment Tunnel Lining Sealant Performance Under Earthquake Loading. Tunnelling and Underground Space Technology. 31:51–60.
Shahrour, I. et al. 2010. Elastoplastic Analysis Of The Seismic Response Of Tunnels In Soft Soils. Tunnelling and Underground Space Technology. 25(4):478–482.
Bilotta, E., Ph, D. and Russo, G. 2013. Internal Forces Arising in the Segmental Lining of an Earth Pressure Balance-Bored Tunnel. Journal of Geotechnical and Geoenvironmental Engneering.139:1765–1780.
Working Group No.2. (ITA).2000. Guidelines For The Design Of Shield Tunnel Lining.Tunn.Undergr. Space Technol. 15(3): 303-331.
Duddeck, H. 1981. Structural Design Models Of Tunnels In Soft Soil In Use At Present In Different Countries. Proceedings of the International Symposium on Weak Rock, Tokyo, Japan Society of Civil Engineeris.
Peck RB, Hendron AJ and Mohraz B. 1972. State Of The Art Of Soft Ground Tunnelling. 1st Rapid Excavation and Tunnel Conference, Illinois. 1: 259-286.
Muir Wood, A.M.1975. The Circular Tunnel In Elastic Ground. Geotechnique. 25 (1): 115–127.
Liu, J.H. and Hou, X.Y. 1991. Excavation Engineering Handbook. China Construction Industry Press: Beijing, China. 142. (in Chinese)
El Naggar, H. and Hinchberger, S.D. 2008. An Analytical Solution For Jointed Tunnel Linings In Elastic Soil Or Rock. Canadian Geotechnical Journal. 45(11): 572–1593.
El Naggar, H.E., and Hinchberger, S.D. 2012. Approximate Evaluation Of Stresses In Degraded Tunnel Linings. Soil Dynamics and Earthquake Engineering. 43: 45–57.
Lee, K. M. and X. W. Ge 2001. The Equivalent Of The Jointed Shield Driven Tunnel Lining To A Continuous Ring Structure. Canadian Geotechnical Journal. 38(3): 461-483.
Morgan HD. 1961. A Contribution To The Analysis Of Stress In A Circular Tunnel. Geotechnique. 11: 37-46.
Blom, C.B.M. 2002. Design Philosophy Of Concrete Linings For Tunnels In Soft Soils. Ph.D Thesis, TU Delft.
Hudoba, I. 1997. Contribution To Static Analysis Of Load-Bearing Concrete Tunnel Lining Built By Shield-Driven Technology. TunnUndergr Space Technol. 12(1): 55–58.
Blom, C.B.M., van der Horst, E.J. and Jovanovic, P.S. 1999. Three-Dimensional Structural Analyses Of The Shield-Driven “Green Heart†Tunnel Of The High-Speed Line South. Tunnelling and Underground Space Technolog. 14(2): 217–224.
Do, N.A., Dias, D., and Oreste, P. 2013a. 2D Numerical Investigation Of Segmental Tunnel Lining Behavior. Tunnelling and Underground Space Technology. 37: 115–127.
Do, N.A., Dias D, Oreste P.P and Djeran-Maigre I. 2013b. Three-Dimensional Numerical Simulation For Mechanized Tunnelling In Soft Ground: The Influence Of The Joint Pattern. Acta Geotechnica. 9(4): 673–694.
Einstein, H. 1979. Simplified Analysis For Tunnel Supports. Journal of Geotechnical Engineering. 105 (GT4): 499-518.
Janssen, P. 1983. Tragverhalten von TunnelausbautenmitGelenktubbings. Report No. 83-41, University of Braunschweig. Department of Civil Engineering, Institute for Structural Analysis.
Gladwell, G.M.L. 1980. Contact Problems In The Classical Theory Of Elasticity. ISBN 90286 0440 5. Alphen aan den Rijn.
Tang Y. 1988. The Mechanism Study Of The Staggering Assembly Of Shield-Driven Tunnel. M. Phil. Thesis. Dept. of Geotechnics, Tongji University, P.R. China.
Cao, W.H., Shen, W.Q. and Yang, Z.H.2010. Large Cross-Section & Long-Distance Sheild Tunnel Design—Engineering design of Shanghai Yangtze River Tunnel. China Architecture & Building Press, Beijing, China. (in Chinese).
Bobet, A. 2003. Effect Of Pore Water Pressure On Tunnel Support During Static And Seismic Loading. Tunnelling and Underground Space Technology. 18: 377–393.
Mohamad, H., Bennett, P.J., Soga, K., Mair, R.J., Lim, C.-S., Knight-Hassell, C.K. and Ow, C.N. 2007. Monitoring Tunnel Deformation Induced By Close-Proximity Bored Tunneling Using Distributed Optical Fiber Strain Measurements. Proc. 7th Int. Sym. On Field Measurements in Geomechanics, Boston.
Downloads
Published
Issue
Section
License
Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.
