Boundary effects in discrete element method modeling of undrained cyclic triaxial and simple shear element tests
Published 2018 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
Boundary effects in discrete element method modeling of undrained cyclic triaxial and simple shear element tests
Authors
Keywords
Discrete element method, Liquefaction, Boundary effect
Journal
GRANULAR MATTER
Volume 20, Issue 4, Pages -
Publisher
Springer Nature America, Inc
Online
2018-08-16
DOI
10.1007/s10035-018-0832-z
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Discrete element method investigation on thermally-induced shakedown of granular materials
- (2016) Shiwei Zhao et al. GRANULAR MATTER
- Discrete element method investigation on thermally-induced shakedown of granular materials
- (2016) Shiwei Zhao et al. GRANULAR MATTER
- Correlation between liquefaction resistance and shear wave velocity of granular soils: a micromechanical perspective
- (2015) X.M. Xu et al. GEOTECHNIQUE
- Investigation of Cyclic Liquefaction with Discrete Element Simulations
- (2014) Matthew R. Kuhn et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Quantifying the evolution of soil fabric during shearing using scalar parameters
- (2013) J. FONSECA et al. GEOTECHNIQUE
- Hydrostatic and Shear Behavior of Frictionless Granular Assemblies under Different Deformation Conditions
- (2013) Olukayode I. Imole et al. KONA Powder and Particle Journal
- Effect of sample size on the response of DEM samples with a realistic grading
- (2013) Xin Huang et al. Particuology
- Packings of irregular polyhedral particles: Strength, structure, and effects of angularity
- (2013) Emilien Azéma et al. PHYSICAL REVIEW E
- DEM Simulation of Biaxial Compression Experiments of Inherently Anisotropic Granular Materials and the Boundary Effects
- (2013) Zhao-Xia Tong et al. Journal of Applied Mathematics
- Quantifying the evolution of soil fabric during shearing using directional parameters
- (2012) J. FONSECA et al. GEOTECHNIQUE
- DEM simulation of liquefaction for cohesionless media at grain scale
- (2012) Guo-bin Gong et al. Journal of Central South University
- Numerical analysis of critical state behaviors of granular soils under different loading conditions
- (2011) Xueliang Zhao et al. GRANULAR MATTER
- The microstructure of particulate mixtures in one-dimensional compression: numerical studies
- (2011) T. Matthew Evans et al. GRANULAR MATTER
- Three dimensional discrete element modeling of granular media under cyclic constant volume loading: A micromechanical perspective
- (2011) Abbas Soroush et al. POWDER TECHNOLOGY
- Particle-Based Discrete Element Modeling: Geomechanics Perspective
- (2011) Catherine O’Sullivan International Journal of Geomechanics
- Micro-scale modeling of saturated sandy soil behavior subjected to cyclic loading
- (2010) Nadarajah Ravichandran et al. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- Micromechanics of granular material response during load reversals: Combined DEM and experimental study
- (2009) Catherine O'Sullivan et al. POWDER TECHNOLOGY
- Discrete Simulations of Laboratory Loading Conditions
- (2009) Xueliang Zhao et al. International Journal of Geomechanics
- Numerical simulation of drained triaxial test using 3D discrete element modeling
- (2008) N. Belheine et al. COMPUTERS AND GEOTECHNICS
Publish scientific posters with Peeref
Peeref publishes scientific posters from all research disciplines. Our Diamond Open Access policy means free access to content and no publication fees for authors.
Learn MoreAsk a Question. Answer a Question.
Quickly pose questions to the entire community. Debate answers and get clarity on the most important issues facing researchers.
Get Started