Open Access
Issue
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 10003
Number of page(s) 5
Section Advances in Experimental Methods: Hydraulic Properties
DOI https://doi.org/10.1051/e3sconf/20160910003
Published online 12 September 2016
  1. A. W. Skempton, The Pore-Pressure Coefficients A and B. Géotechnique, 4, 143–147 (1954). [CrossRef] [Google Scholar]
  2. A. W. Bishop, The Use of Pore-Pressure Coefficients in Practice. Géotechnique, 4, 148–152 (1954). [CrossRef] [Google Scholar]
  3. P. V. Lade, & S. B. Hernandez, Membrane penetration effects in undrained tests. Journal of the geotechnical engineering division, 103, 109–125 (1977). [Google Scholar]
  4. J.W. Hilf, Estimating construction pore pressure in rolled earth dams. Proceedings of 2nd International Conference on Soil Mechanics and Foundation Engineering. Rotterdam, vol. 3, p.234–240 (1948).. [Google Scholar]
  5. K. Mitsuji, Numerical simulations for development of liquefaction. Countermeasures by use of partially saturated sand. The 14th World Conference on Earthquakes Engineering. Beijing, China (2008). [Google Scholar]
  6. Y. Yoshimi, K. Tanaka, K. Tokimatsu, Liquefaction resistance of a partially saturated sand. Soils and Foundations, 29, 157–162 (1989). [CrossRef] [Google Scholar]
  7. N. Della, Laboratory testing of the Monotonic behavior of partially saturated sandy soil. Earth Sciences Research Journal, 14, 181–186. (2010) [Google Scholar]
  8. M. E. Raghunandan, & A. Juneja, A study on the liquefaction resistance and dynamic properties of de-saturated sand. Electronic Journal of Geotechnical Engineering, 16, 109–123 (2011). [Google Scholar]
  9. I. E. Schuurman. The Compressibility of an Air/Water Mixture and a Theoretical Relation Between the Air and Water Pressures. Géotechnique, 16, 269–281 (1996). [CrossRef] [Google Scholar]
  10. A. Bendi-Ouis, N. Abou-Bekr, S. Taibi,, J. M. Fleureau, Prédiction du coefficient de pression interstitielle B: Etat de l’art. Colloque International Sols Non Saturés et Environnement UNSAT09. Tlemcen, Algérie (2009). [Google Scholar]
  11. J. U. Hasan, D. G. Fredlund, Pore pressure parameters for unsaturated soils. Canadian Geotechnical Journal, 17, 395–404 (1980). [CrossRef] [Google Scholar]
  12. D. G. Fredlund, N. R. Morgenstern, Constitutive relations for volume change in unsaturated soils. Canadian Geotechnical Journal, 13, 261–276 (1976). [CrossRef] [Google Scholar]
  13. L. Boutonnier, Comportement hydromécanique des sols fins proches de la saturation. Cas des ouvrages en terre: coefficient B, déformations instantanées et différées, retrait/gonflement. PhD Thesis, INPG, Grenoble (2007). [Google Scholar]
  14. R. Brooks, A. Corey, Hydraulic Properties of Porous Media, Colorado State University (1964). [Google Scholar]
  15. A. W. Bishop, G. E. Blight, Some aspects of effective stress in saturated and partly saturated soils. Géotechnique, 13, 177–197 (1963). [CrossRef] [Google Scholar]
  16. M. Morvan, H. Wong, D. Branque, An unsaturated soil model with minimal number of parameters based on bounding surface plasticity. international journal for numerical and analytical methods in geomechanics, 34, 1512–1537 (2009). [CrossRef] [Google Scholar]

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