ISSN 2096-4498

   CN 44-1745/U

二维码

Risk Assessment on Underwater Docking Construction of Shield Tunnel and Mined Tunnel of Subsea Section on Xiamen Metro Line No. 3

  • ZHANG Jichao ,
  • ZHOU Jianjun ,
  • SUN Feixiang ,
  • YANG Zhenxing ,
  • ZHANG Bing ,
  • YOU Huijie
Expand
  • (1. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, Henan, China;

    2. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China; 3. Yellow River Engineering Design and Research Institute Co., Ltd., Zhengzhou 450003, Henan, China)

Online published: 2021-03-05

Abstract

The underwater docking construction of shield tunnel and mined tunnel of Xiamen metro line No. 3 is characterized by high water pressure, high risk, and complex geological conditions. In this paper, work breakdown structureresource breakdown structure (WBSRBS) method is used to identify the main risk sources, a risk assessment system is established by the analytic hierarchy process (AHP) method, and a judgment matrix is constructed to conduct risk assessment. Risk assessment results show that the main risk source is weathered groove. Based on the key risk factors, such as shield jamming and stop, crown collapse, and mud burst of weathered groove, countermeasures, including pregrouting, reinforcement strengthening, and shotcreting, are implemented. The successful docking of shield tunnel and mined tunnel indicates the feasibility of the risk assessment accuracy and countermeasures adopted.

Cite this article

ZHANG Jichao , ZHOU Jianjun , SUN Feixiang , YANG Zhenxing , ZHANG Bing , YOU Huijie .

Risk Assessment on Underwater Docking Construction of Shield Tunnel and Mined Tunnel of Subsea Section on Xiamen Metro Line No. 3

[J]. Tunnel Construction, 2021 , 41(2) : 225 -231 . DOI: 10.3973/j.issn.2096-4498.2021.02.008

Outlines

/

〈 〉