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연약지반 다수의 터널 병렬시공 시 기존터널의 거동

The Behaviours of Existing Tunnels in response to Multiple side-by-side Tunnel Construction in Soft Ground

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주제분류안전공학

초록

This paper describes laboratory experiments modelling multiple tunnel construction in soft ground. A series of small-scale model tests have been conducted at approximately 1/50 scale in order to investigate the behaviours of existing tunnels in response to the construction of new tunnels in close proximity. The model tunnels were constructed in a consolidated Speswhite Kaolin clay using a tunnelling device involving an auger type cutter within a shield. Strain gauges and LVDTs were used for instrumenting the existing tunnels. The findings obtained from the analyses of these tests were compared to the field measurements involving the reconstruction of the Northern Line London Underground Ltd. tunnels at Old street, United Kingdom. The results were also compared to the ground movement measurements obtained from a separate set of tests undertaken using the same apparatus and experimental procedures.

Abstract

This paper describes laboratory experiments modelling multiple tunnel construction in soft ground. A series of small-scale model tests have been conducted at approximately 1/50 scale in order to investigate the behaviours of existing tunnels in response to the construction of new tunnels in close proximity. The model tunnels were constructed in a consolidated Speswhite Kaolin clay using a tunnelling device involving an auger type cutter within a shield. Strain gauges and LVDTs were used for instrumenting the existing tunnels. The findings obtained from the analyses of these tests were compared to the field measurements involving the reconstruction of the Northern Line London Underground Ltd. tunnels at Old street, United Kingdom. The results were also compared to the ground movement measurements obtained from a separate set of tests undertaken using the same apparatus and experimental procedures.

참고문헌 (13)

  1. Addenbrooke, T.I., "Numerical modelling in stiff clay", 석사, pp.1996
  2. Ahn, S.K., "Model tests investigating the interaction between closely spaced tunnels in clay", 석사, pp.2007
  3. Cooper, M.L., "Tunnel-induced ground movements and their effects on existing tunnels and tunnel linings", 석사, pp.2001
  4. Cording, E.J., "Displacement around soft ground tunnels", Proceedings of the Pan-American conference of soil mechanics and foundation engineering, pp.571~663 (1975)
  5. Grant, R.J., "Movements around a tunnel in two-layer ground", 석사, pp.1998
  6. Hunt, D.V.L., "Predicting the ground movements above twin tunnels constructed in London clay", 석사, pp.2005
  7. Kim, S., "Model testing and analysis of interactions between tunnels in clay", 석사, pp.1996
  8. Love, J.P., "Model testing of geogrid in unpaved roads", 석사, pp.1984
  9. Mair, R.J., "Centrifuge modelling of tunnel construction in soft clay", 석사, pp.1979
  10. Nyren, R., "Field measurements above twin tunnels in London clay", 석사, pp.1998
  11. Selby, A.R., "Surface movements caused by tunnelling in two-layer soil ; In Engineering Geology of Underground Movements", Geological Society Engineering Geology Special Publication, (5), pp.71~77 (1988)
  12. Taylor, R.N., "Ground movements associated with tunnels and trenches", 석사, pp.1984
  13. Ward, W.H., "Tunnelling in soft ground - General Report", Proceedings of 10th international conference on Soil Mechanics and Foundation Engineering, Session 2, pp.261~275 (1981)

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