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Mechanism and control technology study of large deformation for soft rock tunnel

  • Zhang Junwei*
  • , Zhao Chenglin
  • , Ma Xiaojie
  • , Li Jinping
  • *Corresponding author for this work
  • Southwest Petroleum University China
  • China University of Mining and Technology
  • Zhejiang College of Construction
  • China Communications Construction Company, Ltd.

Research output: Contribution to journalArticlepeer-review

Abstract

Both theoretical analysis and field test are used to study the mechanism and control technology considering the large deformation problems of soft rock tunnel in the high ground stress ground. The study results indicate that the large deformation of soft rock tunnel in the high ground stress ground has been controlled effectively in the Line 2 of Hubei-Chongqing Railway.

Original languageEnglish
Pages (from-to)2643-2656
Number of pages14
JournalElectronic Journal of Geotechnical Engineering
Volume19 L
Publication statusPublished - 2014
Externally publishedYes

Keywords

  • High ground stress
  • Large deformation
  • Mechanism
  • Rock mass
  • Soft rock
  • Tunnel

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