EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 337 (2021) MATEC Web Conf., 337 (2021) 02005 References
Open Access
Issue
MATEC Web Conf.
Volume 337, 2021
PanAm-Unsat 2021: 3rd Pan-American Conference on Unsaturated Soils
Article Number 02005
Number of page(s) 8
Section Constitutive and Numerical Modeling
DOI https://doi.org/10.1051/matecconf/202133702005
Published online 26 April 2021
  1. D.G. Fredlund, H. Rahardjo, and M.D. Fredlund, Soil Mechanics for unsaturated soils. 2012, New York: John Wiley and Sons Inc. [Google Scholar]
  2. W.K. Wray and K.T. Meyer, Geo-Strata —Geo Institute of ASCE, 2004. 5:4: p. 24–28. [Google Scholar]
  3. E.E. Alonso, A. Gens, and A. Josa, A constitutive model for partially saturated soils. Géotechnique, 1990. 40:3: p. 405–430. [CrossRef] [Google Scholar]
  4. K.H. Roscoe, On the generalised stress-strain behaviour of wet clay. Engineering Plasticity, 1968: p. 535–609. [Google Scholar]
  5. D.G. Fredlund, N.R. Morgenstern, and R.A. Widger, The shear strength of unsaturated soils. Canadian Geotechnical Journal, 1978. 15:3: p. 313–321. [Google Scholar]
  6. S.J. Wheeler and V. Sivakumar, An elasto-plastic critical state framework for unsaturated soil. Géotechnique, 1995. 45:1: p. 35–53. [CrossRef] [Google Scholar]
  7. D. Sheng, D.G. Fredlund, and A. Gens, A new modelling approach for unsaturated soils using independent stress variables. Canadian Geotechnical Journal, 2008. 45:4: p. 511–534. [CrossRef] [Google Scholar]
  8. Y.J. Cui and P. Delage, Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique, 1996. 46:2: p. 291–311. [CrossRef] [Google Scholar]
  9. A. Gens, M. Sánchez, and D. Sheng, On constitutive modelling of unsaturated soils. Acta Geotechnica, 2006. 1:3: p. 137. [Google Scholar]
  10. M. Nuth and L. Laloui, Effective stress concept in unsaturated soils: Clarification and validation of a unified framework. International Journal for Numerical and Analytical Methods in Geomechanics, 2008. 32:7: p. 771–801. [Google Scholar]
  11. D. Sheng, Review of fundamental principles in modelling unsaturated soil behaviour. Computers and Geotechnics, 2011. 38:6: p. 757–776. [Google Scholar]
  12. G.T. Houlsby, The work input to an unsaturated granular material. Géotechnique, 1997. 47:1: p. 193–196. [CrossRef] [Google Scholar]
  13. A.W. Bishop, The principle of effective stress. Tecnisk Ukeblad, 1959. 39: p. 859–863. [Google Scholar]
  14. D. Sheng, S.W. Sloan, and A. Gens, A constitutive model for unsaturated soils: thermomechanical and computational aspects. Computational Mechanics, 2004. 33:6: p. 453–465. [Google Scholar]
  15. D. Sun, D. Sheng, and S.W. Sloan, Elastoplastic modelling of hydraulic and stress–strain behaviour of unsaturated soils. Mechanics of Materials, 2007. 39:3: p. 212–221. [CrossRef] [Google Scholar]
  16. D.A. Sun, D.C. Sheng, H.B. Cui, and S.W. Sloan, A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils. International Journal for Numerical and Analytical Methods in Geomechanics, 2007. 31:11: p. 1257–1279. [CrossRef] [Google Scholar]
  17. B. Loret and N. Khalili, An effective stress elastic– plastic model for unsaturated porous media. Mechanics of Materials, 2002. 34:2: p. 97–116. [Google Scholar]
  18. J.-M. Pereira, H. Wong, P. Dubujet, and P. Dangla, Adaptation of existing behaviour models to unsaturated states: application to CJS model. International Journal for Numerical and Analytical Methods in Geomechanics, 2005. 29:11: p. 1127–1155. [Google Scholar]
  19. G. Bolzon, B.A. Schrefler, and O.C. Zienkiewicz, Elastoplastic soil constitutive laws generalized to partially saturated states. Géotechnique, 1996. 46:2: p. 279–289. [CrossRef] [Google Scholar]
  20. C. Zhou, C.W.W. Ng, and R. Chen, A bounding surface plasticity model for unsaturated soil at small strains. International Journal for Numerical and Analytical Methods in Geomechanics, 2015. 39:11: p. 1141–1164. [Google Scholar]
  21. R. Hu, H.-H. Liu, Y. Chen, C. Zhou, and D. Gallipoli, A constitutive model for unsaturated soils with consideration of inter-particle bonding. Computers and Geotechnics, 2014. 59: p. 127–144. [Google Scholar]
  22. D. Manzanal, M. Pastor, and J.A.F. Merodo, Generalized plasticity state parameter-based model for saturated and unsaturated soils. Part II: Unsaturated soil modeling. International Journal for Numerical and Analytical Methods in Geomechanics, 2011. 35:18: p. 1899–1917. [Google Scholar]
  23. D. Mašín and N. Khalili, Swelling phenomena and effective stress in compacted expansive clays. Canadian Geotechnical Journal, 2015. 53:1: p. 134–147. [Google Scholar]
  24. S.J. Wheeler, R.S. Sharma, and M.S.R. Buisson, Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils. Géotechnique, 2003. 53:1: p. 41–54. [CrossRef] [Google Scholar]
  25. A. Lashkari, A. Karimi, K. Fakharian, and F. Kaviani-Hamedani, Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction. International Journal of Geomechanics, 2017. 17:10: p. 04017083. [Google Scholar]
  26. X. Zhang and R.L. Lytton, Discussion of “A new modelling approach for unsaturated soils using independent stress variables” Appears in Canadian Geotechnical Journal, 45(4): 511–534. Canadian Geotechnical Journal, 2008. 45:12: p. 1784–1787. [Google Scholar]
  27. D. Sheng, D.G. Fredlund, and A. Gens, Reply to the discussion by Zhang and Lytton on ‘A new modelling approach for unsaturated soils using independent stress variables’. Canadian Geotechnics, 2008:45:17: p. 88–94. [Google Scholar]
  28. G. Maier and T. Hueckel, Nonassociated and coupled flow rules of elastoplasticity for rock-like materials. Vol. 16. 1979. 77–92. [Google Scholar]
  29. I.F. Collins and G.T. Houlsby, Application of thermomechanical principles to the modelling of geotechnical materials. Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences, 1997. 453:1964: p. 1975–2001. [Google Scholar]
  30. K. Been and M.G. Jefferies, A state parameter for sands. Géotechnique, 1985. 35:2: p. 99–112. [CrossRef] [Google Scholar]
  31. D. Gallipoli, A. Gens, R. Sharma, and J. Vaunat, An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique, 2003. 53:1: p. 123–135. [CrossRef] [Google Scholar]
  32. A.R. Russell and N. Khalili, A unified bounding surface plasticity model for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics, 2006. 30:3: p. 181–212. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.