Undrained behaviour of granular material and the role of fabric in isotropic and K0 consolidations: DEM approach

Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework

(2016) J.C. Lopera Perez et al.   SOILS AND FOUNDATIONS

An investigation of single sand particle fracture using X-ray micro-tomography

(2015) B. Zhao et al.   GEOTECHNIQUE

Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation

(2015) B. M. Montoya et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Dissipation consistent fabric tensor definition from DEM to continuum for granular media

(2015) X.S. Li et al.   JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS

Modelling the static liquefaction of sand with low-plasticity fines

(2014) M.M. RAHMAN et al.   GEOTECHNIQUE

Discrete-element method analysis of the state parameter

(2014) X. HUANG et al.   GEOTECHNIQUE

Investigation of Cyclic Liquefaction with Discrete Element Simulations

(2014) Matthew R. Kuhn et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Undrained Behavior of Sand-Fines Mixtures and Their State Parameter

(2014) Md. Mizanur Rahman et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Predicting onset of cyclic instability of loose sand with fines using instability curves

(2014) M.A.L. Baki et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Unique critical state characteristics in granular media considering fabric anisotropy

(2013) J. ZHAO et al.   GEOTECHNIQUE

Density dependent macro-micro behavior of granular materials in general triaxial loading for varying intermediate principal stress using DEM

(2013) Md. Mahmud Sazzad et al.   GRANULAR MATTER

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

(2013) Xiaoqiang Gu et al.   GRANULAR MATTER

Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter

(2013) M. M. Rahman et al.   International Journal of Geomechanics

Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

(2012) Md.A.L. Baki et al.   CANADIAN GEOTECHNICAL JOURNAL

The signature of shear-induced anisotropy in granular media

(2012) Ning Guo et al.   COMPUTERS AND GEOTECHNICS

The mechanics of rigid irregular particles subject to uniaxial compression

(2012) I. CAVARRETTA et al.   GEOTECHNIQUE

The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

(2012) D. C. Bobei et al.   Acta Geotechnica

Evaluation of static liquefaction potential of silty sand slopes

(2011) Poul V. Lade et al.   CANADIAN GEOTECHNICAL JOURNAL

Is the quasi-steady state a real behaviour? A micromechanical perspective

(2011) J. YANG et al.   GEOTECHNIQUE

Influence of grading on the mechanical behaviour of Stava tailings

(2011) A. CARRERA et al.   GEOTECHNIQUE

Anisotropic Critical State Theory: Role of Fabric

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

Predicting the Onset of Static Liquefaction of Loose Sand with Fines

(2011) Rahman Md. Mizanur et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

(2011) Md. Mizanur Rahman et al.   Acta Geotechnica

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

On the evolution of stress and microstructure during general 3D deviatoric straining of granular media

(2010) C. THORNTON et al.   GEOTECHNIQUE

Micro-mechanics of fabric and failure in granular materials

(2010) Matthew R. Kuhn   MECHANICS OF MATERIALS

Evaluation of undrained response from drained triaxial shear tests: DEM simulations and experiments

(2009) T. G. Sitharam et al.   GEOTECHNIQUE

On equivalent granular void ratio and steady state behaviour of loose sand with fines

(2008) M. M. Rahman et al.   CANADIAN GEOTECHNICAL JOURNAL

Interpreting undrained instability of mixed soils by equivalent intergranular state parameter

(2008) C. F. Chiu et al.   GEOTECHNIQUE

Micro- and macro-mechanical behaviour of DEM crushable materials

(2008) M. D. Bolton et al.   GEOTECHNIQUE

Critical state behaviour of granular materials from isotropic and rebounded paths: DEM simulations

(2008) T. G. Sitharam et al.   GRANULAR MATTER

Instability Conditions of Loose Sand in Plane Strain

(2007) J. Chu et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING