Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study

Author:

Arab A.,Sadek M.,Belkhatir M.,Shahrour I.

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference16 articles.

1. Belkhatir M., Arab A., Della N., Hanifi M., Schanz T.: Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils. J. CRME (CRAS) 338, 290–303 (2010)

2. Finn, W.D.L.; Emery, J.J.; Gupta, Y.P.: A shaking table study of the liquefaction of saturated sands during earthquake. In: Proceedings 3rd European Symposium on Earthquake Engineering, pp. 253–262 (1970)

3. Ishihara K., Okada Y.: Effects of large preshearing on cyclic behaviour of sand. Soils Mech. Found. Eng. 22(3), 109–123 (1982)

4. Luong M.P.: Phénomène cycliques dans les sols pulvérulents. Revue Française de Géotechnique 10, 39–53 (1980)

5. Wichtmann T., Niemunis A., Triantafyllidis Th., Poblete M.: Correlation of cyclic preloading with the liquefaction resistance. Soil Dyn. Earthq. Eng. 25, 923–932 (2005)

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