Using the discrete element method, triaxial simulations of cemented sand consisting of crushable particles are presented. The triaxial model used features a flexible membrane, allowing realistic deformation to occur, and cementation is modelled using inter-particle bonds. The effects of particle crushing are explored, as is the influence of cementation on the behaviour of the soil. An insight to the effects that cementation has on the degree of crushing is presented
The mechanical behaviour of granular materials is characterized by strong non-linearity and irrevers...
The mechanical behaviour of granular materials is characterized by strong non-linearity and irrevers...
The incremental behaviour of crushable sands is investigated by means of a Discrete Element Method (...
Using the discrete element method, triaxial simulations of cemented sand consisting of crushable par...
Using the discrete element method, triaxial simulations of cemented sand consisting of crushable par...
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discr...
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discr...
The discrete element method has been used to investigate the micro mechanics of cemented sand. High-...
The discrete element method has been used to investigate the micro mechanics of cemented sand. High...
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discr...
In this paper, triaxial tests and numerical simulations using the discrete element method (DEM) are ...
The mechanical responses of cemented soils intimately rely on the amount and nature of cementing age...
It has recently been shown that the one-dimensional normal compression of sand can be modelled effec...
AbstractA discrete element method was used to study the evolution of particle crushing in a rockfill...
AbstractA discrete element method was used to study the evolution of particle crushing in a rockfill...
The mechanical behaviour of granular materials is characterized by strong non-linearity and irrevers...
The mechanical behaviour of granular materials is characterized by strong non-linearity and irrevers...
The incremental behaviour of crushable sands is investigated by means of a Discrete Element Method (...
Using the discrete element method, triaxial simulations of cemented sand consisting of crushable par...
Using the discrete element method, triaxial simulations of cemented sand consisting of crushable par...
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discr...
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discr...
The discrete element method has been used to investigate the micro mechanics of cemented sand. High-...
The discrete element method has been used to investigate the micro mechanics of cemented sand. High...
This paper presents simulations of high-pressure triaxial shear tests on a crushable sand. The discr...
In this paper, triaxial tests and numerical simulations using the discrete element method (DEM) are ...
The mechanical responses of cemented soils intimately rely on the amount and nature of cementing age...
It has recently been shown that the one-dimensional normal compression of sand can be modelled effec...
AbstractA discrete element method was used to study the evolution of particle crushing in a rockfill...
AbstractA discrete element method was used to study the evolution of particle crushing in a rockfill...
The mechanical behaviour of granular materials is characterized by strong non-linearity and irrevers...
The mechanical behaviour of granular materials is characterized by strong non-linearity and irrevers...
The incremental behaviour of crushable sands is investigated by means of a Discrete Element Method (...