Experimental studies on the influence of intermediate principal stress and inclination on the mechanical behaviour of angular sands

Estimating Parameters from a Single Test for the Three-Dimensional Failure Criterion for Frictional Materials

(2014) Poul V. Lade   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Quantifying the evolution of soil fabric during shearing using scalar parameters

(2013) J. FONSECA et al.   GEOTECHNIQUE

Unique critical state characteristics in granular media considering fabric anisotropy

(2013) J. ZHAO et al.   GEOTECHNIQUE

A critical state sand plasticity model accounting for fabric evolution

(2013) Zhiwei Gao et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Noncoaxial Behavior of Sand under Various Stress Paths

(2012) Y. Cai et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Anisotropic Critical State Theory: Role of Fabric

(2011) Xiang Song Li et al.   JOURNAL OF ENGINEERING MECHANICS

Experimental assessment of 3D particle-to-particle interaction within sheared sand using synchrotron microtomography

(2010) A. HASAN et al.   GEOTECHNIQUE

Influence of loading direction on the behavior of anisotropic granular materials

(2009) Xia Li et al.   INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE