Analysis of soil-structural interface behavior using three-dimensional DEM simulations
Published 2017 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
Analysis of soil-structural interface behavior using three-dimensional DEM simulations
Authors
Keywords
-
Journal
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
Volume 42, Issue 2, Pages 339-357
Publisher
Wiley
Online
2017-09-21
DOI
10.1002/nag.2745
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Deformation mechanism of strain localization in 2D numerical interface tests
- (2017) Huaxiang Zhu et al. Acta Geotechnica
- On a common critical state in localized and diffuse failure modes
- (2016) Huaxiang Zhu et al. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS
- Influence of soil conditioning on ground deformation during longitudinal tunneling
- (2014) Mingjing Jiang et al. COMPTES RENDUS MECANIQUE
- A finite–discrete element framework for the 3D modeling of geogrid–soil interaction under pullout loading conditions
- (2013) V.D.H. Tran et al. GEOTEXTILES AND GEOMEMBRANES
- Behavior of a Pressure-Grouted Soil-Cement Interface in Direct Shear Tests
- (2013) Md. Akhtar Hossain et al. International Journal of Geomechanics
- The signature of shear-induced anisotropy in granular media
- (2012) Ning Guo et al. COMPUTERS AND GEOTECHNICS
- Analysis of stress redistribution in soil and earth pressure on tunnel lining using the discrete element method
- (2012) Mingjing Jiang et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Estimation of Maximum Pullout Shear Stress of Grouted Soil Nails Using Bayesian Probabilistic Approach
- (2012) Wan-Huan Zhou et al. International Journal of Geomechanics
- Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures
- (2011) Wan-Huan Zhou et al. CANADIAN GEOTECHNICAL JOURNAL
- Unified soil behavior of interface shear test and direct shear test under the influence of lower moving boundaries
- (2011) Jianfeng Wang et al. GRANULAR MATTER
- Stress-dilatancy behavior for sand under loading and unloading conditions
- (2011) Zhen-Yu Yin et al. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
- Rolling friction as a technique for modelling particle shape in DEM
- (2011) C.M. Wensrich et al. POWDER TECHNOLOGY
- Influences of overburden pressure and soil dilation on soil nail pull-out resistance
- (2010) Li-Jun Su et al. COMPUTERS AND GEOTECHNICS
- Discrete element simulations of direct shear specimen scale effects
- (2010) J. WANG et al. GEOTECHNIQUE
- Unsaturated soil–geotextile interface behavior
- (2010) Charbel N. Khoury et al. GEOTEXTILES AND GEOMEMBRANES
- Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand
- (2010) Zhen-Yu Yin et al. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
- Assessment of rolling resistance models in discrete element simulations
- (2010) Jun Ai et al. POWDER TECHNOLOGY
- Investigation of geotextile–soil interaction under a cyclic vertical load using the discrete element method
- (2009) Anil Bhandari et al. GEOTEXTILES AND GEOMEMBRANES
- Micromechanical Modeling for Inherent Anisotropy in Granular Materials
- (2009) Ching S. Chang et al. JOURNAL OF ENGINEERING MECHANICS
- Influence of Grouting Pressure and Overburden Stress on the Interface Resistance of a Soil Nail
- (2009) Jian-Hua Yin et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- A simple mathematical model for soil nail and soil interaction analysis
- (2007) Wan-Huan Zhou et al. COMPUTERS AND GEOTECHNICS
Find Funding. Review Successful Grants.
Explore over 25,000 new funding opportunities and over 6,000,000 successful grants.
ExplorePublish 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 More