Effect of Inter-granular Void Ratio on Volume Compressibility and Undrained Shear Response of Base-sand and Natural Silty-sand of Kutch

Majid Hussain; Ajanta Sachan

doi:10.1051/e3sconf/20199206002

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 06002

References

Open Access

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


Article Number		06002
Number of page(s)		6
Section		Geomaterial Behaviour: Strength, Critical State, Localisation
DOI		https://doi.org/10.1051/e3sconf/20199206002
Published online		25 June 2019

G. Castro. Liquefaction of sands. Ph.D. Thesis, Harvard Soil Mech. (1969). [Google Scholar]
K. Been, M.G. Jefferies. A state parameter for sands. Géotechnique, 35(2) 99-112 (1985). [CrossRef] [Google Scholar]
P.V. Lade, J.A. Yamamuro. Effects of nonplastic fines on static liquefaction of sands. Can. Geotech. J., 34(6) 918-928 (1997). [CrossRef] [Google Scholar]

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[1] G. Castro. Liquefaction of sands. Ph.D. Thesis, Harvard Soil Mech. (1969). [Google Scholar]

[2] K. Been, M.G. Jefferies. A state parameter for sands. Géotechnique, 35(2) 99-112 (1985). [CrossRef] [Google Scholar]

[3] P.V. Lade, J.A. Yamamuro. Effects of nonplastic fines on static liquefaction of sands. Can. Geotech. J., 34(6) 918-928 (1997). [CrossRef] [Google Scholar]