Compacting of particles for biaxial compression test by the discrete element method
Numerical simulation of the compacting of particles for the biaxial compression test using the discrete element method is presented. Compacting is considered as the first independent step required for a proper simulation of the entire compression process. In terms of the continuum approach, compacti...
Main Authors: | Darius Markauskas, Rimantas KaÄianauskas |
---|---|
Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2006-06-01
|
Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/8798 |
Similar Items
-
Discrete element method and its application to the analysis of penetration into granular media
by: Robertas BaleviÄius, et al.
Published: (2004-03-01) -
Analysis of Biaxial Mechanical Properties and Failure Criterion of Self-Compacting Concrete
by: Jun Zhang, et al.
Published: (2021-11-01) -
Discrete element simulation study on micromechanical characteristics of undisturbed and remolded loess in biaxial test
by: Xu Jing, et al.
Published: (2021-05-01) -
Rapid Generation of Particle Packs at High Packing Ratios for DEM Simulations of Granular Compacts
by: Eduardo M. B. Campello, et al. -
Biaxial compressive capacity of textile-reinforced concrete
by: Peter Betz, et al.
Published: (2024-07-01)