Open Access
Issue
E3S Web Conf.
Volume 92, 2019
7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)
Article Number 15008
Number of page(s) 6
Section Constitutive Modelling
DOI https://doi.org/10.1051/e3sconf/20199215008
Published online 25 June 2019
  1. J. Kodikara, New framework for volumetric constitutive behaviour of compacted unsaturated soils. Canadian Geotechnical Journal, 2012. 49(11): p. 1227-1243. [CrossRef] [Google Scholar]
  2. E.E. Alonso, A. Gens, and A. Josa, A constitutive model for partially saturated soils. Géotechnique, 1990. 40(3): p. pp.405-430. [CrossRef] [Google Scholar]
  3. S. Wheeler, R. Sharma, and M. Buisson, Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique, 2003. 53(1): p. 41-54. [CrossRef] [Google Scholar]
  4. A.-N. Zhou, et al., Interpretation of unsaturated soil behaviour in the stress-Saturation space, I: Volume change and water retention behaviour. Computers and Geotechnics, 2012. 43: p. 178-187. [Google Scholar]
  5. 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]
  6. G. Houlsby., The work input to an unsaturated granular material. Géotechnique, 1997. 47(1): p. 193-196. [CrossRef] [Google Scholar]
  7. T. Islam, and J. Kodikara, Interpretation of the loading-wetting behaviour of compacted soils within the "MPK" framework. Part I: Static compaction 1. Canadian Geotechnical Journal, 2015. 53(5): p. 783-805. [CrossRef] [Google Scholar]
  8. J. Kodikara, T. Islam, and P. Rajeev, Interpretation of the loading-wetting behaviour of compacted soils within the "MPK" framework. Part II: Dynamic compaction 1. Canadian Geotechnical Journal, 2015. 53(5): p. 806-827. [CrossRef] [Google Scholar]
  9. W.K.A.P. Abeyrathne, A new modelling approach for compacted clayey soils using specific water volume as a state variable, in Civil Engineering. 2017, Monash University: Melbourne. [Google Scholar]
  10. G. Buscarnera, and C. Di Prisco, Discussing the definition of the second-order work for unsaturated soils. International journal for numerical and analytical methods in geomechanics, 2012. 36(1): p. 36-49. [Google Scholar]
  11. A.-N Zhou, et al., Interpretation of unsaturated soil behaviour in the stress-saturation space: II: constitutive relationships and validations. Computers and Geotechnics, 2012. 43: p. 111-123. [Google Scholar]
  12. A. Zhou, et al., Including degree of capillary saturation into constitutive modelling of unsaturated soils. Computers and Geotechnics, 2018. 95: p. 82-98. [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.