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Volume 34 Issue 5
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MA Xian-feng, WANG Jun-song, LI Xiao-yun, YU Long. Centrifuge modeling of ground loss and settlement caused by shield tunnelling in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 942-947.
Citation: MA Xian-feng, WANG Jun-song, LI Xiao-yun, YU Long. Centrifuge modeling of ground loss and settlement caused by shield tunnelling in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 942-947.
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Centrifuge modeling of ground loss and settlement caused by shield tunnelling in soft ground

  • 1. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Shanghai Tunnel Engineering ＆ Rail Transit Design and Research Institute, Shanghai 200070, China

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  • Published Date: May 19, 2012
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    • Abstract
  • Recently, a large number of shield tunnels were built in the areas with dense buildings and protected buildings and those vulnerable to ground deformation, thus predicting and controlling the surface settlement induced by shield tunnelling has become a serious problem to be addressed. Since ground loss during the construction process of shield tunnels is one of the main factors causing the surface settlement, its effects are simulated using centrifugal model tests, and the relations between the rate of ground loss and surface settlement are studied during the construction and post-construction periods. The longitudinal behaviours of the tunnels are also studied by measuring and analyzing their longitudinal settlement, stress and strain, and surrounding earth pressure.
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    • References (7)
  • [1]
    LEE K M, ROWE R K, LO K Y. Subsidence owing to tunneling. I. Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 2 9: 929 – 940.
    [2]
    BROMS B B, SHIRLAW J N. Settlements caused by earth pressure balance shields in Singapore [C]// Proceedings of the Conference on Tunnelling and Micro Tunnelling in Soft Ground. Paris: 1989.
    [3]
    SHIRLAW J N. Subsidence owing to tunnelling. Ⅱ .Evaluation of a prediction technique: discussion[J]. Canadian Geotechnical Journal, 1994, 31 : 463 – 466.
    [4]
    MARSHALL A M. Tunnelling in sand and its effect on pipelines and piles[D]. London: University of Cambridge, 2009.
    [5]
    MAIR R J, TAYLOR RN. Bored tunnelling in the urban environment[C]// Proc 14th ICSMFE Balkema. Rotterdam: 1998(4): 2353 – 2385.
    [6]
    TAYLOR R N. Geotechnical centrifuge technology[M]. London : Blackie Academic& Professional, 1995: 20 – 33.
    [7]
    TERZAGHI K. Theoretical soil mechanics[M]. New York: John Wiley and Sons, 1943: 37 – 42.
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