ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2009, Vol. 29 ›› Issue (2): 222-226.DOI: B

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 Technology of Treatment of Pile Foundations Intruding into Shield
Tunnel by means of Manualcut Borehole Method

DU Chuangdong   

  1. China Railway Tunnel Stock Co., Ltd.
  • Received:2008-11-13 Revised:2009-02-02 Online:2009-04-20 Published:2009-11-17

Abstract:

LieTan section of No. 5 Line of Guangzhou Metro, which is constructed by shield machine, crosses underneath Liedeyong Bridge, No. 18 underground passage and other structures. 19 foundation piles of No. 18 underground passage intrude into the tunnel. Manualcut borehole method is adopted on basis of comparison and contrast to demolish the foundation piles intruding into the tunnel, which guarantees the safety of the underground passage structure and the successful boring of the shield machine.

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