ISSN 2096-4498

   CN 44-1745/U

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Shield Tunneling in ③1 Silty Sand Strata

  • HE Songyang
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  • (Chengdu Metro Operation Co., Ltd., Chengdu 610000, Sichuan, China)

Received date: 2013-04-10

  Revised date: 2014-05-25

  Online published: 2014-08-11

Abstract

It is difficult to bring the ground surface settlement under control when the shield is boring in ③1 silty sand strata. The paper is based on the shield boring of XiGu running tunnel on Line 1 of Ningbo Metro. In the paper, the mechanical properties of the strata and the shield boring are analyzed, the rule of the ground surface settlement is summarized, the mechanism of the abrupt ground surface settlement when the shield is boring in ③1 strata is obtained, and countermeasures are proposed. In the end, the ground surface settlement has been brought under effective control and the risks of shield tunneling have been minimized. Furthermore, the measures to be taken when shield is boring in silty sand strata in this area are summarized. 

Cite this article

HE Songyang . Shield Tunneling in ③1 Silty Sand Strata[J]. Tunnel Construction, 2014 , 34(增刊) : 292 -296 . DOI: 10.3973/j.issn.1672-741X.2014.S.045

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