ISSN 2096-4498

   CN 44-1745/U

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 Research on Driving Parameters of Large Diameter Slurry Shield  Tunnel Under Complex Interbedded Strata

  • XU Wanghao ,
  • NI Wanyu ,
  • ZHAO Haitao ,
  • CHEN Shuang
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  • (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China; 2. College of  Architecture and UrbanRural Planning, Sichuan Agricultural University, Chengdu 610031, Sichuan, China; 3. Shield Engineering Co., Ltd. of China Railway 14th Bureau Group, Nanjing 210031, Jiangsu, China)

Received date: 2018-09-01

  Revised date: 2018-12-01

  Online published: 2019-01-30

Abstract

In this paper, the largest diameter slurry balance shield used in Tsinghua Yuan Tunnel in Beijing is taken as an example to study the variation laws of shield parameters driving in interbedded strata of pebble, sand and silty clay by mathematical statistics method. The study results show that: (1) The cutterhead torque and shield thrust force vary little when slurry balance shield driving in silty clay area. (2) The cutterhead torque and shield thrust force increase by 46.43% and 46.03% respectively when slurry balance shield driving in complex interbedded strata comparing to shield driving in silty clay area; the fluctuation of cutterhead torque when slurry balance shield driving in complex interbedded strata is different from that when driving in silty clay area, and the fluctuation of shield thrust force when slurry balance shield driving in complex interbedded strata is similar to that when driving in silty clay area.

Cite this article

XU Wanghao , NI Wanyu , ZHAO Haitao , CHEN Shuang .  Research on Driving Parameters of Large Diameter Slurry Shield  Tunnel Under Complex Interbedded Strata[J]. Tunnel Construction, 2018 , 38(S2) : 373 -378 . DOI: 10.3973/j.issn.2096-4498.2018.S2.051

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