Stability of soil nailed slope using strength reduction method

References

• Byrne , R. J. 1992 . “ Soil nailing. A simplified kinematic analysis ” . In Proceedings of the 1992 ASCE Specialty Conference on Grouting, Soil Improvement and Geosynthetics, February 25, 1992–February 28, 1992 , 30th ed., Vol. 2 , 751 – 764 . New Orleans , LA : ASCE .
   Google Scholar
• Cai , F. and Ugai , K. 2003 . Reinforcing mechanism of anchors in slopes: A numerical comparison of results of LEM and FEM . International Journal for Numerical and Analytical Methods in Geomechanics , 27 : 549 – 564 . doi: 10.1002/nag.284
   Web of Science ®Google Scholar
• Cai , M. 2008 . Influence of stress path on tunnel excavation response – numerical tool selection and modeling strategy . Tunnelling and Underground Space Technology , 23 : 618 – 628 . doi: 10.1016/j.tust.2007.11.005
   Web of Science ®Google Scholar
• Cheuk , C. Y. , Ng , C. W. W. and Sun , H. W. 2005 . Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects . Computers and Geotechnics , 32 : 290 – 303 . doi: 10.1016/j.compgeo.2005.02.005
   Web of Science ®Google Scholar
• Duncan , J. M. 1996 . State of the art: Limit equilibrium and finite-element analysis of slopes . Journal of Geotechnical Engineering , 122 : 577 – 596 .
   Google Scholar
• Fan , C. C. and Luo , J. H. 2008 . Numerical study on the optimum layout of soil-nailed slopes . Computers and Geotechnics , 35 : 585 – 599 . doi: 10.1016/j.compgeo.2007.09.002
   Web of Science ®Google Scholar
• Gaessler, G., & Gudehus, G. (1981). Soil nailing – some aspects of a new technique. Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden.
   Google Scholar
• Gassler , G. 1988 . “ Soil-nailing. Theoretical basis and practical design ” . In Proceedings of the International Geotechnical Symposium on Theory and Practice of Earth Reinforcement, October 5–7 1988 , 283 – 285 . Fukuoka , , Japan : A. A. Balkema .
   Google Scholar
• Griffiths , D. V. and Fenton , G. A. 2004 . Probabilistic slope stability analysis by finite elements . Journal of Geotechnical and Geoenvironmental Engineering , 130 : 507 – 518 . doi: 10.1061/(asce)1090-0241(2004) 130:5(507)
   Web of Science ®Google Scholar
• Griffiths , D. V. and Lane , P. A. 1999 . Slope stability analysis by finite elements . Geotechnique , 49 : 387 – 403 .
   Web of Science ®Google Scholar
• Griffiths , D. V. , Lin , H. and Cao , P. 2010 . “ A comparison of numerical algorithms in the analysis of pile reinforced slopes ” . In GeoFlorida 2010: Advances in Analysis, Modeling and Design Conference , Vol. 1 , 175 – 183 . West Palm Beach , FL : American Society of Civil Engineers (ASCE) .
   Google Scholar
• Itasca Consulting Group. (2005). FLAC3D version 3.0 user’s guide. Minneapolis, MN: Itasca Consulting Group.
   Google Scholar
• Juran , I. , Baudrand , G. , Farrag , K. and Elias , V. 1990 . Kinematical limit analysis for design of soil-nailed structures . Journal of Geotechnical Engineering , 116 : 54 – 72 .
   Google Scholar
• Lin , H. , Cao , P. , Gong , F. Q. , Li , J. T. and Gui , Y. L. 2009 . Directly searching method for slip plane and its influential factors based on critical state of slope . Journal of Central South University of Technology , 16 : 131 – 135 . doi: 10.1007/s11771-009-0022-6
   Google Scholar
• Luo , S. , Tan , S. and Yong , K. 2000 . Pull-out resistance mechanism of a soil nail reinforcement in dilative soils . Soils and Foundations , 40 : 47 – 56 .
   Google Scholar
• Matsui , T. and San , K. C. 1992 . Finite element slope stability analysis by shear strength reduction technique . Soils and Foundations , 32 : 59 – 70 .
   Google Scholar
• Patra , C. R. and Basudhar , P. K. 2005 . Optimum design of nailed soil slopes . Geotechnical and Geological Engineering , 23 : 273 – 296 . doi: 10.1007/s10706-004-2146-7
   Google Scholar
• Sabhahit , N. , Basudhar , P. K. and Madhav , M. R. 1995 . Generalized procedure for the optimum design of nailed soil slopes . International Journal for Numerical and Analytical Methods in Geomechanics , 19 : 437 – 452 .
   Google Scholar
• Ugai , K. and Leshchinsky , D. 1995 . Three-dimensional limit equilibrium and finite element analyses: A comparison of results . Soils and Foundations , 35 ( 4 ) : 1 – 7 .
   Google Scholar
• Wei , W. B. and Cheng , Y. M. 2010 . Soil nailed slope by strength reduction and limit equilibrium methods . Computers and Geotechnics , 37 : 602 – 618 . doi: 10.1016/j.compgeo.2010.03.008
   Google Scholar
• Zhou , W. H. and Yin , J. H. 2008 . A simple mathematical model for soil nail and soil interaction analysis . Computers and Geotechnics , 35 : 479 – 488 . doi: 10.1016/j.compgeo.2007.07.001
   Web of Science ®Google Scholar
• Zhou , Y. D. , Cheuk , C. Y. and Tham , L. G. 2009a . An embedded bond-slip model for finite element modelling of soil-nail interaction . Computers and Geotechnics , 36 : 1090 – 1097 . doi: 10.1016/j.compgeo.2009.03.002
   Google Scholar
• Zhou , Y. D. , Cheuk , C. Y. and Tham , L. G. 2009b . Numerical modelling of soil nails in loose fill slope under surcharge loading . Computers and Geotechnics , 36 : 837 – 850 . doi: 10.1016/j.compgeo.2009.01.010
   Web of Science ®Google Scholar
• Zienkiewicz , O. C. , Humpheson , C. and Lewis , R. W. 1975 . Associated and non-associated visco-plasticity and plasticity in soil mechanics . Geotechnique , 25 : 671 – 689 .
   Web of Science ®Google Scholar