Discrete element modelling (DEM) of a face-centred cubic assembly of spherical particles has been used to study the influence of anisotropic stress states on the shear wave velocity of a granular material. The shear waves were generated and detected in a way equivalent to the use of bender elements in laboratory testing. Comparisons are presented between the discrete element simulations and analytical and empirically derived methods of relating stiffness to the degree of confining stress anisotropy. The results confirm previous empirical observations that wave velocity is strongly influenced by the stresses in the direction of propagation and in the direction of oscillation of the shear wave. The wave velocity is, however, largely independe...
This contribution assesses the influence of stress anisotropy on stiffness using discrete element me...
International audienceCoherent elastic waves are employed here to haracterize the anisotropic elasti...
Highly ordered, close packed granular systems present a nonlinear dynamic behavior stemming from the...
Discrete element modelling (DEM) of a face-centred cubic assembly of spherical particles has been us...
Discrete element modelling (DEM) of a face-centred cubic assembly of spherical particles has been us...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
The paper combines experimental and numerical analyses to study the relation between small strain st...
This paper examines the effect of a non-isotropic, true triaxial stress state on soil stiffness usin...
The three-dimensional discrete element method (DEM) was employed to investigate the combined effects...
Laboratory geophysics tests including bender elements and acoustic emission measure the speed of pro...
It is well recognized that shear wave velocity in the soil mainly depends on its type, state of comp...
The influence of polypropylene fiber inclusion on the wave propagation parameters and stiffness anis...
International audienceStress-strain measurements and ultrasound propagation experiments in glass bea...
The macro characters of the granular materials depend upon micromechanical parameters such as the vo...
The macro characters of the granular materials depend upon micromechanical parameters such as the vo...
This contribution assesses the influence of stress anisotropy on stiffness using discrete element me...
International audienceCoherent elastic waves are employed here to haracterize the anisotropic elasti...
Highly ordered, close packed granular systems present a nonlinear dynamic behavior stemming from the...
Discrete element modelling (DEM) of a face-centred cubic assembly of spherical particles has been us...
Discrete element modelling (DEM) of a face-centred cubic assembly of spherical particles has been us...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
The paper combines experimental and numerical analyses to study the relation between small strain st...
This paper examines the effect of a non-isotropic, true triaxial stress state on soil stiffness usin...
The three-dimensional discrete element method (DEM) was employed to investigate the combined effects...
Laboratory geophysics tests including bender elements and acoustic emission measure the speed of pro...
It is well recognized that shear wave velocity in the soil mainly depends on its type, state of comp...
The influence of polypropylene fiber inclusion on the wave propagation parameters and stiffness anis...
International audienceStress-strain measurements and ultrasound propagation experiments in glass bea...
The macro characters of the granular materials depend upon micromechanical parameters such as the vo...
The macro characters of the granular materials depend upon micromechanical parameters such as the vo...
This contribution assesses the influence of stress anisotropy on stiffness using discrete element me...
International audienceCoherent elastic waves are employed here to haracterize the anisotropic elasti...
Highly ordered, close packed granular systems present a nonlinear dynamic behavior stemming from the...