Open Access
Issue
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 11003
Number of page(s) 7
Section Water Retention Properties
DOI https://doi.org/10.1051/e3sconf/20160911003
Published online 12 September 2016
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  3. ASTM 2005. D0698-00 AE01 test method for laboratory compaction characteristics of soil using standard effort (12 400 ft·lbf/ft3 (600 kN·m/m3)). vol. 04.08. In ASTM Book of Standards. ASTM, Philadelphia, Penn.
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  7. D. Gallipoli. A hysteretic soil-water retention model accounting for cyclic variations of suction and void ratio. (Géotechnique 62, 7, 2012). http://dx.doi.org/10.1680/geot.11.P.007.
  8. D. Gallipoli, A.W. Bruno, F. D’Onza, C. Mancuso. A bounding surface hysteretic water retention model for deformable soils. (Géotechnique 65, 10, 2015). http://dx.doi.org/10.1680/geot.14.P.118.
  9. D. Gallipoli, S.J. Wheeler, M. Karstunen. Modelling the variation of degree of saturation in a deformable unsaturated soil. (Géotechnique 53, 1, 2003b). http://dx.doi.org/10.1680/geot.2003.53.1.105. [CrossRef]
  10. V. Sivakumar. A critical state framework for unsaturated soils. (Ph.D. Thesis, U. Sheffield, U.K.,1993).
  11. D. Sheng. Constitutive modelling of unsaturated soils: Discussion of fundamental principles. (Proc. 5th Int. Conference on Unsaturated Soils, Barcelona, Spain, 1, 2010).

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