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2021 Vol.23, Issue 2 Preview Page

Research Paper

March 2021. pp. 93-106
Abstract
References
1
Blom, C.B.M. (2002a), Design philosophy of concrete linings for tunnels in soft soils, Ph.D. Thesis, Delft University of Technology, pp. 41-42.
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Blom, C.B.M. (2002b), Background document “Lining behaviour - analytical solutions of coupled segmented rings in soil”, Delft University of Technology, pp. 16-22.
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Duddeck, H., Erdmann, J. (1982), “Structural design models for tunnels”, In: Jones, M.J.(Ed.), Institution of Mining and Metallurgy, Tunnelling '82 Papers Presented at the Third International Symposium, London, pp. 83-92.
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El Naggar, H., Hinchberger, S.D. (2008), “An analytical solution for jointed tunnel linings in elastic soil or rock”, Canadian Geotechnical Journal, Vol. 45, No. 11, pp. 1572-1593. 10.1139/T08-075
5
Hordijk, D.A., Gijsbers, F.B.J. (1996), Laboratoriumproeven tunnelsegmenten (Laboratory tests tunnel segments), Report No. 96-CON-R0708/03, TNO-Bouw, Delft, pp. 1-78.
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Janssen, P. (1983), Tragverhalten von Tunnelausbauten mit Gelenktübbings, University of Braunschweig, Department of Civil Engineering, Institute for Structural Analysis, Report No. 83-41, pp. 1-136.
7
Japan Railway Technical Research Institute (2003), Design standards for railway structures and commentary (shield tunnels), pp. 91-95.
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Korea Concrete Institute (2012), Korea structural concrete design code, pp. 67-68.
9
Lee, K.M., Ge, X.W. (2001), “The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure”, Canadian Geotechnical Journal, Vol. 38, No. 3, pp. 461-483. 10.1139/t00-107
10
Lee, K.M., Hou, X.Y., Ge, X.W., Tang, Y. (2001), “An analytical solution for a jointed shield-driven tunnel lining”, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 25, No. 4, pp. 365-390. 10.1002/nag.134
11
Leonhardt, F., Reimann, H. (1965), “Betongelenke (Concrete joints)”, German Committee for Reinforced Concrete (DAfStb), Vol. 175, pp. 1-33.
12
Morgan, H.D. (1961), “A contribution to the analysis of stress in a circular tunnel”, Geotechnique, Vol. 11, No. 1, pp. 37-46. 10.1680/geot.1961.11.1.37
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Muir Wood, A.M. (1975), “The circular tunnel in elastic ground”, Geotechnique, Vol. 25, No. 1, pp. 115-127. 10.1680/geot.1975.25.1.115
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Teachavorasinskun, S., Chub-uppakarn, T. (2010), “Influence of segmental joints on tunnel lining”, Tunnelling and Underground Space Technology, Vol. 25, No. 4, pp. 490-494. 10.1016/j.tust.2010.02.003
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USACE (U.S. Army Corps of Engineers) (1997), Tunnels and shafts in rock, EM 1110-2-2901, pp. 9-9 & 9-10.
Information
  • Publisher :Korean Tunneling and Underground Space Association
  • Publisher(Ko) :한국터널지하공간학회
  • Journal Title :Journal of Korean Tunnelling and Underground Space Association
  • Journal Title(Ko) :한국터널지하공간학회 논문집
  • Volume : 23
  • No :2
  • Pages :93-106
  • Received Date :2021. 02. 01
  • Revised Date :2021. 02. 26
  • Accepted Date : 2021. 03. 02