Numerical simulation of mechanical response of glacial tills under biaxial compression with the DEM
- 23 January 2018
- journal article
- research article
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 78 (3) , 1575-1588
Abstract
No abstract availableKeywords
Funding Information
- Natural Sciences and Engineering Research Council of Canada
- China Scholarship Council
This publication has 29 references indexed in Scilit:
- Influence of Grain Size Coarse Soil on Shear StrengthMATEC Web of Conferences, 2014
- Failure patterns of geomaterials with block-in-matrix texture: experimental and numerical evaluationArabian Journal of Geosciences, 2013
- Impact of gradation on the shear strength-dilation behavior of well graded sand-gravel mixturesScientia Iranica, 2012
- Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial deviceCanadian Geotechnical Journal, 2010
- Numerical and experimental direct shear tests for coarse-grained soilsParticuology, 2009
- Spheropolygons: A new method to simulate conservative and dissipative interactions between 2D complex-shaped rigid bodiesEurophysics Letters, 2008
- A clumped particle model for rockInternational Journal of Rock Mechanics and Mining Sciences, 2007
- Modeling Strength of Sandy GravelJournal of Geotechnical Engineering, 1992
- Undrained triaxial strength and stress–strain characteristics of a glacial till soilCanadian Geotechnical Journal, 1988
- A discrete numerical model for granular assembliesGéotechnique, 1979