Effect of drainage and saturation on undrained shear strength for compacted sandy soils

Yukio Nakata; Tetsuya Tashita; Hiromu Chibana; Kenji Matsukata

doi:10.1051/e3sconf/20199207003

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 07003

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		07003
Number of page(s)		6
Section		Behaviour of Unsaturated Geomaterials
DOI		https://doi.org/10.1051/e3sconf/20199207003
Published online		25 June 2019

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]
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]
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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]
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]
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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[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]