Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils

Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling

(2021) Q.X. Wu et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Discrete element simulations of drained granular material response under multidirectional rotational shear

(2021) Q.X. Wu et al.   COMPUTERS AND GEOTECHNICS

Effects of Principal Stress Rotations and Excess Pore-Water Pressure Changes on Soft Subgrade Deformation of Airfield Mat Structures under Pseudodynamic Loading

(2021) Jeremiah M. Stache et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

A hypoplastic model for granular soils incorporating anisotropic critical state theory

(2020) Zhongxuan Yang et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Fabric evolution of granular soils under multidirectional cyclic loading

(2020) Jiangtao Wei et al.   Acta Geotechnica

Numerical simulations of granular material behavior under rotation of principal stresses: micromechanical observation and energy consideration

(2019) Q. X. Wu et al.   MECCANICA

DEM and experimental study of bi-directional simple shear

(2019) Min Zhang et al.   GRANULAR MATTER

3D DEM simulation of principal stress rotation in different planes of cross‐anisotropic granular materials

(2019) Long Xue et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Diffuse instability of granular material under various drainage conditions: discrete element simulation and constitutive modeling

(2019) Q. X. Wu et al.   Acta Geotechnica

Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions

(2018) Lin Guo et al.   CANADIAN GEOTECHNICAL JOURNAL

Boundary effects in discrete element method modeling of undrained cyclic triaxial and simple shear element tests

(2018) Lei Zhang et al.   GRANULAR MATTER

Stress–strain response of soft clay to traffic loading

(2017) Y. Q. Cai et al.   GEOTECHNIQUE

A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution

(2017) Zhiwei Gao et al.   INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation

(2016) Jian-Gu Qian et al.   ENGINEERING GEOLOGY

Macro deformation and micro structure of 3D granular assemblies subjected to rotation of principal stress axes

(2016) Xia Li et al.   GRANULAR MATTER

Macro deformation and micro structure of 3D granular assemblies subjected to rotation of principal stress axes

(2016) Xia Li et al.   GRANULAR MATTER

Permanent deformation characteristics of saturated sand under cyclic loading

(2015) Yuanqiang Cai et al.   CANADIAN GEOTECHNICAL JOURNAL

Discrete element method analysis of non-coaxial flow under rotational shear

(2014) Zhaoxia Tong et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Development of a Multidirectional Simple Shear Testing Device

(2013) C. J. Rutherford et al.   GEOTECHNICAL TESTING JOURNAL

A virtual experiment technique on the elementary behaviour of granular materials with discrete element method

(2011) Xia Li et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Simulation of anisotropic deviatoric response of Hostun sand in true triaxial tests

(2008) F. Jafarzadeh et al.   COMPUTERS AND GEOTECHNICS