Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics

Author:

Belkhatir M.,Arab A.,Schanz T.,Missoum H.,Della N.

Publisher

Springer Science and Business Media LLC

Subject

General Physics and Astronomy,Mechanics of Materials,General Materials Science

Reference21 articles.

1. Amini F., Qi G.Z.: Liquefaction testing of stratified silty sands. J. Geotech. Geoenviron. Eng. Proc. ASCE 126(3), 208–217 (2000)

2. Belkhatir M., Arab A., Della N., Missoum H., Schanz T.: Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils. C. R. Mecanique 338, 290–303 (2010)

3. Belkhatir M., Arab A., Della N., Missoum H., Schanz T.: Liquefaction resistance of Chlef river silty sand: effect of low plastic fines and other parameters. Acta Polytechnica Hungarica 7(2), 119–137 (2010)

4. Chang, N.Y., Yey, S.T., Kaufman, L.P.: Liquefaction potential of clean and silty sand. In: Proceedings of 3rd International Earthquake Microzonation Conference, pp. 1018–1032 (1982)

5. Cubrinovski M., Ishihara K.: Maximum and minimum void ratio characteristics of sands. Soil Found. 42(6), 65–78 (2002)

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