$$K_{0}$$ K 0 of granular soils: a particulate approach

Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions

(2014) Y. Gao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand

(2013) Sheri Northcutt et al.   CANADIAN GEOTECHNICAL JOURNAL

DEM simulations of the small strain stiffness of granular soils: effect of stress ratio

(2013) Xiaoqiang Gu et al.   GRANULAR MATTER

DEM investigation on the evolution of microstructure in granular soils under shearing

(2013) Xiaoqiang Gu et al.   GRANULAR MATTER

A discrete element analysis of elastic properties of granular materials

(2013) X. Q. Gu et al.   GRANULAR MATTER

The signature of shear-induced anisotropy in granular media

(2012) Ning Guo et al.   COMPUTERS AND GEOTECHNICS

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

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

DEM analysis of soil fabric effects on behaviour of sand

(2010) S. YIMSIRI et al.   GEOTECHNIQUE

Effect of density and compressibility on K 0 of cohesionless soils

(2010) Peijun Guo   Acta Geotechnica

Some remarks on the coefficient of earth pressure at rest in compacted sandy gravel

(2010) S. Lirer et al.   Acta Geotechnica

Characterizing the shear and bulk moduli of an idealized granular material

(2008) V. Magnanimo et al.   EPL