Open Access
E3S Web Conf.
Volume 92, 2019
7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)
Article Number 07003
Number of page(s) 6
Section Behaviour of Unsaturated Geomaterials
Published online 25 June 2019
  1. Kamata, T., Tsukamoto, Y., and Ishihara, K., Undrained shear strength of partially saturated sand in triaxial tests, Bulletin of the New Zealand Society for Earthquake Engineering, 42, 1, 57-62 (2009). [Google Scholar]
  2. Okamura, M. and Soga, Y., Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand, Soils and Foundations, 46, 5, 695-700 (2006). [CrossRef] [Google Scholar]
  3. Tsukamoto, Y., Kawabe, S., Matsumoto, J., Hagiwara, S., Cyclic resistance of two unsaturated silty sands against soil liquefaction, Soils and Foundations, 54, 6, 1094-1103 (2014). [CrossRef] [Google Scholar]
  4. Murata, H, Takekuni, K. and Nakata, Y., Slope failure of embankment in Sanyo expressway due to passage of typhoon 14 in 2005, Soils and Foundations, Vol.49, No.5, pp.797-806 (2009). [CrossRef] [Google Scholar]
  5. Unno, T., Kazama, M., Uzuoka, R., and Sento, N., Liquefaction of unsaturated sand considering the pore air pressure and volume compressibility of the soil particle skeleton. Soils and Foundations, 48, 187-89 (2008). [CrossRef] [Google Scholar]
  6. Vanapalli, S. K., and Fredlund, D. G., Interpretaion of undrained shear strength of unsaturated soils in terms of stress state variables, Symp. on Unsaturated Soils (1997). [Google Scholar]

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