The anisotropy feature is an important characteristic of granular materials in natural life and is caused by two facts: the anisotropy feature of particle shape, such as an elongated or flattened shape, and the anisotropy feature of the packing fabric, such as the preferable orientation of particle alignment. The discrete element method has been commonly used in the study of meso-mechanics of granular materials and is in our study to simulate the direct shear test with particles of various aspect ratios under different initial orientation alignment conditions for assessing the coupled influence of anisotropy from particle shape and fabric of particle packings on the shear behaviour of granular materials. Analysis results show that anisotrop...
Granular materials are an essential component of many fields, such as the medicine and agriculture i...
Earth pressure coefficient at rest K0 is commonly estimated by empirical equations, which to date ha...
In this study, a series of numerical direct shear tests is carried out by the three-dimensional disc...
The three-dimensional discrete element method (DEM) was employed to investigate the combined effects...
A micromechanical investigation on simple shear behavior of dense granular assemblies was carried ou...
As a result of deposition process and particle characteristics, granular materials can be inherently...
As a result of deposition process and particle characteristics, granular materials can be inherently...
Microstructure or fabric definitely affects macroscopic mechanical behavior of granular material. It...
This paper presents a micromechanical study on the behavior of granular materials under confined she...
The effect of initial fabric anisotropy produced by sample preparation on the shear behavior of gran...
Particle shape is known to affect the overall behavior of granular media significantly. It remains a...
The strain space multiple mechanism model idealizes the behavior of granular materials based on a mu...
ABSTRACT This paper presents a micromechanical study on the behavior of granular materials under con...
It has long been recognised that the macroscopic mechanical behaviour of a granular material depends...
Abstract The loading of a granular material induces anisotropies of the particle arrangement (fabric...
Granular materials are an essential component of many fields, such as the medicine and agriculture i...
Earth pressure coefficient at rest K0 is commonly estimated by empirical equations, which to date ha...
In this study, a series of numerical direct shear tests is carried out by the three-dimensional disc...
The three-dimensional discrete element method (DEM) was employed to investigate the combined effects...
A micromechanical investigation on simple shear behavior of dense granular assemblies was carried ou...
As a result of deposition process and particle characteristics, granular materials can be inherently...
As a result of deposition process and particle characteristics, granular materials can be inherently...
Microstructure or fabric definitely affects macroscopic mechanical behavior of granular material. It...
This paper presents a micromechanical study on the behavior of granular materials under confined she...
The effect of initial fabric anisotropy produced by sample preparation on the shear behavior of gran...
Particle shape is known to affect the overall behavior of granular media significantly. It remains a...
The strain space multiple mechanism model idealizes the behavior of granular materials based on a mu...
ABSTRACT This paper presents a micromechanical study on the behavior of granular materials under con...
It has long been recognised that the macroscopic mechanical behaviour of a granular material depends...
Abstract The loading of a granular material induces anisotropies of the particle arrangement (fabric...
Granular materials are an essential component of many fields, such as the medicine and agriculture i...
Earth pressure coefficient at rest K0 is commonly estimated by empirical equations, which to date ha...
In this study, a series of numerical direct shear tests is carried out by the three-dimensional disc...