The critical state friction angle of granular materials: does it depend on grading?

The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials

(2017) Y. H. Xie et al.   GRANULAR MATTER

The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials

(2017) Y. H. Xie et al.   GRANULAR MATTER

Must critical state theory be revisited to include fabric effects?

(2016) Yannis F. Dafalias   Acta Geotechnica

Exploring the relationship between critical state and particle shape for granular materials

(2015) J. Yang et al.   JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS

On the role of grain shape in static liquefaction of sand–fines mixtures

(2014) L.M. WEI et al.   GEOTECHNIQUE

Collapse of loose sand with the addition of fines: the role of particle shape

(2012) J. YANG et al.   GEOTECHNIQUE

Critical state friction angle of sands

(2011) A. SADREKARIMI et al.   GEOTECHNIQUE

Effect of Particle Grading on the Response of an Idealized Granular Assemblage

(2011) W. M. Yan et al.   International Journal of Geomechanics

The influence of particle characteristics on the behaviour of coarse grained soils

(2010) I. CAVARRETTA et al.   GEOTECHNIQUE

Influence of roundness on the void ratio and strength of uniform sand

(2008) P. C. Rousé et al.   GEOTECHNIQUE