A volumetric yield surface for compacted soils based on constant water content testing

C. Jayasundara; J. Kodikara; A. N. Zhou

doi:10.1051/e3sconf/20199215008

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 15008

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th 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

J. Kodikara, New framework for volumetric constitutive behaviour of compacted unsaturated soils. Canadian Geotechnical Journal, 2012. 49(11): p. 1227-1243. [CrossRef] [Google Scholar]
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]
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]
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]
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]
G. Houlsby., The work input to an unsaturated granular material. Géotechnique, 1997. 47(1): p. 193-196. [CrossRef] [Google Scholar]
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]
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]
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]
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]
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]
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]

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[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]