Discrete element modelling of yielding and normal compression of sand

Geotechnique

Volumn 52, Issue 4, 2002, Pages 299-304

  McDowell, G R ^a   Harireche, O ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Compressibility; Numerical modelling and analysis; Particle crushing crushability; Sands; Statistical analysis

Indexed keywords

COMPRESSION; DISCRETE ELEMENT METHOD; SAND;

EID: 0036587233     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.4.299     Document Type: Article

References (18)

1. The behaviour of granular soils at high stresses
2. A discrete element model for granular assemblies
3. Crushing of soil particles
4. 1-D strain in normally consolidated cohesionless soils
5. Yielding stress characteristics of carbonate sand in relation to individual particle fragmentation strength
6. Statistics of soil particle strength
7. On the yielding and plastic compression of sand
8. The application of Weibull statistics to the fracture of soil particles
9. On the micro mechanics of crushable aggregates
10. Fractal compression of soil
11. Discrete element modelling of soil particle fracture
12. Yielding of granular materials
13. A probabilistic approach to sand particle crushing in the triaxial test
14. One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength
15. A statistical distribution function of wide applicability