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Original Articles

Effect of nail characteristics on slope stability based on limit equilibrium and numerical methods

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Pages 197-207 | Received 23 Nov 2010, Accepted 07 Oct 2011, Published online: 31 Jan 2012

References

  • Grasso , P. , Xu , Sh. , Fedele , M. , Russo , G. and Ch , E. 2003 . “ Particular failure mechanisms of weathered granite observed during construction of metro tunnels by TBM ” . In Proceedings of the World Tunnel Congress , Vol. 2 , 497 – 503 . Amsterdam .
  • Juran , I. 1987 . Nailed-soil retaining structures: design and practice . Transportation Research Record 1119 , : 139 – 150 .
  • Liew , S. 2005 . Soil nailing for slope strengthening . Penang, Malaysia: Seminar on Geotechnical Engineering (IEM) ,
  • Plaxis 3D Tunnel computer software . 2001 . Technical University of Delft
  • Plaxis , BV . 2006 . Manual of Plaxis V8 – 2D finite element program for geotechnical analysis
  • Rasouli Maleki , M. 2008 . Study of engineering geology of tunnel diversion site of the Garmi Chay dam with emphasis on the dam impounding effect on the tunnel behaviour , Hamedan , Iran : Thesis (MSc). Bu Ali Sina University .
  • Rasouli Maleki , M. and Mahyar , M. 2011 . “ Stability analysis and determining of stable excavation depth of inlet shaft of the EPB machine ” . In 4th International Conference on Geotechnical Engineering and Soil Mechanics (ICGESM) Iran

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