Influence of specimen-reconstituting method on the undrained response of loose granular soil under static loading |
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Authors: | Noureddine Della Ahmed Arab and Mostefa Belkhatir |
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Institution: | Noureddine Della · Ahmed Arab · Mostefa Belkhatir Laboratory of Material Sciences and Environment,Civil Engineering Department,University of Chlef,Sendjas Street PO Box 151 Chlef 02000,Algeria |
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Abstract: | 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 (October 10,1980).The study focuses on the effects of the mode of the soil deposition on the liquefaction resistance of the Chlef sand.For this purpose,the results of undrained monotonic triaxial compression tests performed on samples with initial density of 0.29 under initial confining pressures ranged from 50 kP... |
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Keywords: | Liquefaction · Undrained · Dry funnel pluviation · Wet deposition · Residual strength |
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