›› 2009, Vol. 30 ›› Issue (S2): 291-296.

• Geotechnical Engineering • Previous Articles     Next Articles

Review of research on instability failure mechanism and stability control of tunnel surrounding rock in water-bearing sandy ground

JI Xiao-ming, LÜ Wei   

  1. Faculty of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
  • Received:2009-08-18 Online:2009-08-10 Published:2011-06-21

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Abstract:

The engineering mechanical properties of saturated, water-bearing sandy ground, instability failure mechanism and stability control of tunnel surrounding rock are key issues in water-bearing sandy ground tunnel design and construction. Based on the review of research on sand strain localization, the water–bearing sandy ground tunnel surrounding rock stability research is described emphatically. Some issues in progressive failure of water-bearing sandy ground tunnel surrounding rock are presented, which need to be further studied. These works will be helpful to improve the level of bearing–water sandy ground tunnel design and construction.

Key words: water-bearing sandy ground, tunnel surrounding rock, strain localization, failure mechanism

CLC Number: 

  • TU 473
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