The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach

Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation

(2020) Nick Barnett et al.   GEOTECHNIQUE

Instability of loose sand in constant volume direct simple shear tests in relation to particle shape

(2020) A. Lashkari et al.   Acta Geotechnica

Effect of Particle Shape on Constitutive Relation: DEM Study

(2020) H. B. K. Nguyen et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework

(2020) N. Barnett et al.   GRANULAR MATTER

Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm

(2020) Matthew R. Kuhn et al.   SOILS AND FOUNDATIONS

DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework

(2020) Xiaoqiang Gu et al.   COMPUTERS AND GEOTECHNICS

Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study

(2020) M. M. Rahman et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

The critical state and steady state of sand: A literature review

(2019) Xin Kang et al.   MARINE GEORESOURCES & GEOTECHNOLOGY

A poly‐superellipsoid‐based approach on particle morphology for DEM modeling of granular media

(2019) Shiwei Zhao et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Instability of Particulate Assemblies under Constant Shear Drained Stress Path: DEM Approach

(2019) Ali Lashkari et al.   International Journal of Geomechanics

Critical State Study of Natural Silty Sand Instability under Undrained and Constant Shear Drained Path

(2019) Abu Taher Md Zillur Rabbi et al.   International Journal of Geomechanics

Effects of curvature-related DEM contact model on the macro- and micro-mechanical behaviours of granular soils

(2018) S. Zhao et al.   GEOTECHNIQUE

Characterizing Monotonic Behavior of Pond Ash within Critical State Approach

(2018) Jiajun Zhang et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation

(2018) Abu Taher Md. Zillur Rabbi et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Characteristic Behavior of Drained and Undrained Triaxial Compression Tests: DEM Study

(2018) H. B. K. Nguyen et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

DEM analysis of the onset of flow deformation of sands: linking monotonic and cyclic undrained behaviours

(2018) Xin Huang et al.   Acta Geotechnica

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

(2017) H. B. K. Nguyen et al.   GEOTECHNIQUE

Spatial Connectivity of Force Chains in a Simple Shear 3D Simulation Exhibiting Shear Bands

(2017) David M. Walker et al.   JOURNAL OF ENGINEERING MECHANICS

Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines

(2017) Meisam Goudarzy et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Macro- and micromechanical evaluation of cyclic simple shear test by discrete element method

(2017) Mozhgan Asadzadeh et al.   Particuology

Monotonic Direct Simple Shear Tests on Sand under Multidirectional Loading

(2017) Yao Li et al.   International Journal of Geomechanics

Spatial Connectivity of Force Chains in a Simple Shear 3D Simulation Exhibiting Shear Bands

(2017) David M. Walker et al.   JOURNAL OF ENGINEERING MECHANICS

Shear wave velocity and stiffness of sand: the role of non-plastic fines

(2016) J. Yang et al.   GEOTECHNIQUE

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

Experimental validation study of 3D direct simple shear DEM simulations

(2016) Michelle L. Bernhardt et al.   SOILS AND FOUNDATIONS

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

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

Effect of sample size on the response of DEM samples with a realistic grading

(2013) Xin Huang et al.   Particuology

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 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

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

(2011) J. YANG et al.   GEOTECHNIQUE

Predicting the Onset of Static Liquefaction of Loose Sand with Fines

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

Modified state parameter for characterizing static liquefaction of sand with fines

(2009) D. C. Bobei et al.   CANADIAN GEOTECHNICAL JOURNAL

Static simple shear characteristics of Nak-dong River clean sand

(2009) Young-Su Kim   KSCE Journal of Civil Engineering