›› 2006, Vol. 27 ›› Issue (2): 313-316.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of ground traverse settlement trough caused by shield construction

QÜ Ji-li1, XU Ying-zi2   

  1. 1. University of Shanghai for Science and Technology, Shanghai 200093, China; 2. Shanghai Jiaotong University, Shanghai 200030, China
  • Received:2004-07-12 Online:2006-02-10 Published:2013-10-25

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Abstract: The settlement trough induced by the shield construction is researched deeply based on the raw test material in situ in metro section between Longdong road and Century Park; the relationships between the shape of settlement, influence scope, width coefficient, the location where the largest settlement appears and the depth of the tunnel, are presented. And the quantitative relations between largest settlement, the width coefficient and the depth of the tunnel are given using the statistical method.

Key words: across settlement trough, tunnel depth, width coefficient, largest settlement

CLC Number: 

  • TV 554
  • 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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