Have a personal or library account? Click to login
Discussion on the Factors of Stability for Benchmark Example with a Spherical Failure Surface in Clay Cover

Discussion on the Factors of Stability for Benchmark Example with a Spherical Failure Surface in Clay

By: Jinhui Liu and  Wantao Ding  
Open Access
|Apr 2018

References

  1. Baligh, M. M. & Azzouz, A. S.. End effects on stability of cohesive slopes. ASCE J. Geotech. Engng Div.101, No.GT11, 1975, pp.1105-1117.
  2. Hovland, H.J. Three-dimensional slope stability analysis method. ASCE Journal of the Geotechnical Engineering Divisioon, 103(9),1977,pp.971-986.
  3. Griffiths, D.V. & Marquez, R.M. Three-dimensional slope stability analysis by elasto-plastic finite elements. Géotechnique 57, No.6,2007,pp. 537-546.
  4. Chen, R.H., and Chameau, J.L.Three-dimensional limit equilibrium analysis of slopes. Géotechnique,32(1),1982,pp.31-40.
  5. Cavounidis,S. On the ratio of factor of safety in slope stability analyses. Géotechnique, 37(1),1987,pp.207-210.
  6. Hungr, O. An extension of Bishop’s simplified method of slope stability analysis to three dimensions. Géotechnique, 37(1), 1987, pp.113-117.
  7. Gens,A., Hutchison, J.N., and Cavounidis, S. Three-dimensional analysis of slopes in cohesive soils. Géotechnique, 38(1), 1988, pp.1-23.
  8. Hungr, O., Salgado, F.M., and Byrne, P.M. Evaluation of a three-dimensional method of slope stability analysis. Candian Geotechnical Journal, 26(4),1989,pp.679-686.
  9. Michalowski, R.L., and Drescher,A. Three-dimensional stability of slopes and excavations. Géotechnique, 59(10), 2009, pp.839-850.
  10. L.Z.Wu, R.Q.Huang,Q. Xu,et al. Analysis of physical testing of rainfall-induced soil slope failures. Environ Earth Sci 73,2015,pp.8519-8513.
  11. Jin Man Kim, Nicholas Sitar. Reliability approach to slope stability analysis with spatially correlated soil properties. Soils and Foundations,53(1),2013,pp.1-10.
  12. A Johari, A.A. Javadi. Reliability assessment of infinite slope stability using the jointly distributed random variables method. Scientia Iranica A, 19(3),2012,pp.423-429.
  13. Seboong Oh, Ning Lu.Slope stability analysis under unsaturated conditions: Case studies of rainfall-induced failure of cut slopes. Engineering Geology, 184,2015,pp.96-103.
  14. Joshua A. White, Dashi I. Singham. Slope stability assessment using stochastic rainfall simulation. International Conference on Computational Science, ICCS 2012,pp.699-706.
  15. L.L.Zhang, J.Zhang, L.M. Zhang et al. Stability analysis of rainfall- induced slope failure:a review. Geotechnical Engineering, Issue GE5,V(164),2011 ,pp.299-316.
  16. Buscarnera,G., Whittle, A. Constitutive modelling approach for evaluating the triggering of flow slides. Can. Geotech. J.49(5),2012,pp.499-511.
  17. Lu, N., Kaya, M. A drying cake mechod for measuring suction stress characteristic curve, soil-water retentaion, and hydraulic conductivity function. Geotech. Test.J. 36,2012,pp.1-19.
  18. Lu, N., Wayllace, A., Oh, S. infiltration-inducd seasonally reactivated instability of a highway embankment near the Eisenhower Tunne, Colorado, USA. Eng. Geol.162,2013,pp.22-32.
  19. Vincenzo Silvestri. A three-dimensional slope stability problem in clay.Can. Geotech. J. 43,2006,pp.224-228.
Language: English
Page range: 49 - 53
Published on: Apr 11, 2018
Published by: Xi’an Technological University
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2018 Jinhui Liu, Wantao Ding, published by Xi’an Technological University
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.