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Numerical Simulation Study on |Surface Settlement and Surrounding
Rock Deformation Caused by Backfill Grouting Pressure in Shield Tunneling

  • XIE Zi-Tao ,
  • JIANG Yu-Sheng ,
  • LIU Pin
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  • 1.The 1st Engineering Co., Ltd. of China Railway 5th Bureau Group2.China University of Mining &|Technology(Beijing)

Received date: 2007-07-03

  Online published: 2009-12-04

Abstract

Taking the running tunnel of a Metro project as an example, this paper discusses the  surface settlement and surrounding rock deformation arising in shield  tunneling under different grouting pressures by means of FLAC program. Considering the allowable surface settlement range, the authors propose reasonable simultaneous grouting pressures and settlement control measures in shield tunneling construction.

Cite this article

XIE Zi-Tao , JIANG Yu-Sheng , LIU Pin . Numerical Simulation Study on |Surface Settlement and Surrounding
Rock Deformation Caused by Backfill Grouting Pressure in Shield Tunneling[J]. Tunnel Construction, 2007
, 27(4) : 12 -15 . DOI: A

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