›› 2008, Vol. 29 ›› Issue (2): 465-469.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Prediction of ground surface movement and deformation in constructing large cross-section tunnel by shallow-burying and hidden-digging method

SHI Ya-xin, TAO De-jing, WANG Ming-nian   

  1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031，China
  • Received:2006-04-03 Online:2008-02-11 Published:2013-07-10

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Abstract: Based on the theory of stochastic medium, a new tunnel movement and deformation prediction software code is developed. And it is used to predict the ground surface settlement，inclination，curvature，lateral movement and lateral deformation due to the tunnel excavation. And through modifying the formula, it can be applied to predicting the ground surface movement and deformation of large cross-section tunnel for staged construction. A case study shows that the prediction method developed can reach good results and has some practical value.

Key words: underground works, stochastic medium, movement and deformation of ground surface

CLC Number: 

  • U 459
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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[5] WEI Gang，CHEN Wei-jun，WEI Xin-jiang. Prediction of surface settlement induced by double-o-tube shield tunnel excavation [J]. , 2011, 32(4): 991-0996.
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[9] SHI Cheng-hua，PENG Li-min，LEI Ming-feng. Study of time-space united calculating method of stratum deformation caused by shield tunnel excavation [J]. , 2009, 30(8): 2379-2384.
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[11] LI Fang-zheng. Research on superposition method of interaction between soil frost heave and beams on foundation [J]. , 2009, 30(1): 79-85.
[12] LIU Da-gang , TAO De-jing , WANG Ming-nian . Stochastic method for predicting ground surface settlement and deformation induced by metro double tube tunneling [J]. , 2008, 29(12): 3422-3426.
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