Correlation between grain shape and critical state characteristics of uniformly graded sands: A 3D DEM study

Effect of particle rolling resistance on drained and undrained behaviour of silty sand

(2021) Quoc T. Phan et al.   Acta Geotechnica

Evolution of fabric anisotropy of granular soils: x-ray tomography measurements and theoretical modelling

(2021) Chao-Fa Zhao et al.   COMPUTERS AND GEOTECHNICS

3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands

(2021) Jia-Yan Nie et al.   COMPUTERS AND GEOTECHNICS

Particle shape effects on the shear behaviors of granular assemblies: irregularity and elongation

(2021) M. Q. Xu et al.   GRANULAR MATTER

Nonlocal regularization of an anisotropic critical state model for sand

(2021) Zhiwei Gao et al.   Acta Geotechnica

Discontinuous and continuous Galerkin methods for compressible single-phase and two-phase flow in fractured porous media

(2021) Tianran Ma et al.   ADVANCES IN WATER RESOURCES

How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study

(2020) Hoang Bao Khoi Nguyen 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

Study on the mechanical behavior of sands using 3D discrete element method with realistic particle models

(2020) Wen-Jie Xu 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

An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand

(2020) Rui Wang et al.   Acta Geotechnica

Fabric evolution and dilatancy within anisotropic critical state theory guided and validated by DEM

(2019) Rui Wang et al.   INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

Probabilistic characterization and simulation of realistic particle shape based on sphere harmonic representation and Nataf transformation

(2019) Jia-Yan Nie et al.   POWDER TECHNOLOGY

Three-dimensional sphericity, roundness and fractal dimension of sand particles

(2018) B. Zhou et al.   GEOTECHNIQUE

Influence of Particle Morphology on the Friction and Dilatancy of Sand

(2018) Khalid A. Alshibli et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Characterizing Monotonic Behavior of Pond Ash within Critical State Approach

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

A simple method for particle shape generation with spherical harmonics

(2018) Deheng Wei et al.   POWDER TECHNOLOGY

The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies

(2018) M. D. Jiang et al.   GRANULAR MATTER

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

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

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

(2017) J. Yang et al.   Acta Geotechnica

Critical State for Anisotropic Granular Materials: A Discrete Element Perspective

(2017) Z. X. Yang et al.   International Journal of Geomechanics

3D quantitative shape analysis on form, roundness, and compactness with μCT

(2016) Budi Zhao et al.   POWDER TECHNOLOGY

Observed Effects of Interparticle Friction and Particle Size on Shear Behavior of Granular Materials

(2016) Bei Bing Dai et al.   International Journal of Geomechanics

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

Unique critical state characteristics in granular media considering fabric anisotropy

(2013) J. ZHAO et al.   GEOTECHNIQUE

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

(2013) Xiaoqiang Gu et al.   GRANULAR MATTER

A critical state sand plasticity model accounting for fabric evolution

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

Strain localization and fabric evolution in sand

(2013) Zhiwei Gao et al.   INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

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

(2013) Xin Huang et al.   Particuology

Rheology of three-dimensional packings of aggregates: Microstructure and effects of nonconvexity

(2013) Emilien Azéma et al.   PHYSICAL REVIEW E

Packings of irregular polyhedral particles: Strength, structure, and effects of angularity

(2013) Emilien Azéma et al.   PHYSICAL REVIEW E

A DEM investigation of the effect of particle-size distribution on one-dimensional compression

(2012) N.H. MINH et al.   GEOTECHNIQUE

DEM Simulations of Undrained Triaxial Behavior of Granular Material

(2011) Guobin Gong et al.   JOURNAL OF ENGINEERING MECHANICS

Anisotropic Critical State Theory: Role of Fabric

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

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

(2010) I. CAVARRETTA et al.   GEOTECHNIQUE

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

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

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

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