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Influence of specimen-reconstituting method on the undrained response of loose granular soil under static loading
Liquefaction Undrained Dry funnel pluviation Wet deposition Residual strength
2012/2/29
This paper describes the results of an experimental study on the undrained shear behaviour of loose sand collected from the location close to the epicenter of the recent Chlef (Algeria) Earthquake (Oc...