ISSN 2096-4498

   CN 44-1745/U

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Construction Technology of Shielddriven Tunnel in Longdistance Hard
Rock Ground: Drill+blast Excavation and Segment Lining

  • TUN Quan-Zhong
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  • China Railway Tunnel Joint Stock Co., Ltd.

Received date: 2006-03-14

  Revised date: 2006-04-29

  Online published: 2009-12-09

Abstract

Shield tunneling technology is suitable for homogeneous ground consisting of soft soil, soft rock, sand or their alternative layers. However, it will be much more complex when shield tunneling technology is used in softhard heterogeneous ground, softhard alternative ground or ground with great difference in strength. Taking the shielddriven tunnel works of line 3 of Guangzhou Metro as example, the article presents the shield construction technology taken for the longdistance hard rock ground, where the tunnel is excavated by means of drill+blast method and is lined by segments.

Cite this article

TUN Quan-Zhong . Construction Technology of Shielddriven Tunnel in Longdistance Hard
Rock Ground: Drill+blast Excavation and Segment Lining[J]. Tunnel Construction, 2006
, 26(3) : 40 -43 . DOI: B

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