Packing Density and Overconsolidation Ratio Effects on the Mechanical Response of Granular Soils

Author:

Mahmoudi Youcef,Cherif Taiba Abdellah,Hazout Leila,Belkhatir Mostefa,Baille Wiebke

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference50 articles.

1. Arab A, Shahrour I (2010) Etude en laboratoire de l’amélioration des sols par l’augmentation de la densité relative. In: Symposium international sur la construction en zone sismique.Université Hassiba Benbouali de Chlef

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

3. Belkhatir M, Arab A, Della N, Schanz T (2012) Experimental study of undrained shear strength of silty sand: effect of fines and gradation. Geotech Geol Eng 30(5):1103–1118

4. Belkhatir M, Schanz T, Arab A, Della N, Kadri A (2014) Insight into the effects of gradation on the pore pressure generation of sand-silt mixtures. Geotechn Test J 37(5):922–931

5. Benahmed N, Canou J, Dupla JC (2004) Initial structure and static liquefaction properties of sand. CR Mec 332(11):887–894

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