journal article·2017-06

Effect of aspect ratio on triaxial compression of multi-sphere ellipsoid assemblies simulated using a discrete element method

Jian Gong, Jun Liu

Particuology· Volume 32
Publisher page

Abstract

Abstract Here, we present a numerical investigation of the mechanical behavior of ellipsoids under triaxial compression for a range of aspect ratios. Our simulations use a multi-sphere approach in a three-dimensional discrete element method. All assemblies were prepared at their densest condition, and triaxial compression tests were performed up to extremely large strains, until a critical state was reached. The stress–strain relationship and the void ratio–strain behavior were evaluated. We found that the stress–dilatancy relationship of ellipsoids with different aspect ratios could be expressed as a linear equation. In particular, the aspect ratio influenced the position of the critical state lines for these assemblies. Particle-scale characteristics at the critical state indicate that particles tend to be flat lying, and the obstruction of particle rotation that occurs with longer particles affects their contact mechanics. Lastly, anisotropic coefficients related to aspect ratio were investigated to probe the microscopic origins of the macroscopic behavior. A detailed analysis of geometrical and mechanical anisotropies revealed the microscopic mechanisms underlying the dependency of peak and residual strengths on aspect ratio.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Geotechnical Engineering and Soil Mechanics · Granular flow and fluidized beds · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (51)

Show source-provided references
1. Varying initial void ratios for DEM simulations10.1680/geot.2010.60.6.497 ↗
2. Particle shape consideration in numerical simulation of assemblies of irregularly shaped particles10.1016/j.partic.2010.11.005 ↗
3. Analysis of an image-based method to quantify the size and shape of sand particles10.1061/(ASCE)GT.1943-5606.0000855 ↗
4. Role of interparticle friction and particle-scale elasticity in the shear-strength mechanism of three-dimensional granular media10.1103/PhysRevE.79.031308 ↗
5. Stress-strain behavior and geometrical properties of packings of elongated particles10.1103/PhysRevE.81.051304 ↗
6. Force chains and contact network topology in sheared packings of elongated particles10.1103/PhysRevE.85.031303 ↗
7. Packings of irregular polyhedral particles: Strength, structure, and effects of angularity10.1103/PhysRevE.87.062203 ↗
8. Numerical and experimental direct shear tests for coarse-grained soils10.1016/j.partic.2008.11.006 ↗
9. The strength and dilatancy of sands10.1680/geot.1986.36.1.65 ↗
10. Orientational order in amorphous packings of ellipsoids10.1209/0295-5075/26/3/001 ↗
11. The influence of confining pressure on the shear-strength of compacted rockfill10.1680/geot.1980.30.4.353 ↗
12. A micromechanical description of granular material behavior10.1115/1.3157619 ↗
13. A discrete numerical model for granular assemblies10.1680/geot.1979.29.1.47 ↗
14. Dai · 2010
15. Discrete numerical modelling of rockfill dams10.1002/nag.514 ↗
16. Improving the density of jammed disordered packings using ellipsoids10.1126/science.1093010 ↗
17. Underconstrained jammed packings of nonspherical hard particles: Ellipses and ellipsoids10.1103/PhysRevE.75.051304 ↗
18. Identification of rolling resistance as a shape parameter in sheared granular media10.1103/PhysRevE.84.011306 ↗
19. Friction enhances elasticity in granular solids10.1038/nature03497 ↗
20. DEM investigation on the evolution of microstructure in granular soils under shearing10.1007/s10035-013-0467-z ↗
21. The signature of shear-induced anisotropy in granular media10.1016/j.compgeo.2012.07.002 ↗
22. Shear strength, interparticle locking, and dilatancy of granular materials10.1139/t07-010 ↗
23. Effect of sample size on the response of DEM samples with a realistic grading10.1016/j.partic.2013.07.006 ↗
24. Itasca · 2014
25. Characterization of gravelly geomaterials
26. Johnson · 1985
27. Linear representation of steady-state line for sand10.1061/(ASCE)1090-0241(1998)124:12(1215) ↗
28. A three-dimensional discrete element model using arrays of ellipsoids10.1680/geot.1997.47.2.319 ↗
29. Strong interlocking of nonconvex particles in random packings10.1103/PhysRevE.85.051307 ↗
30. Investigation of adequacy of multi-sphere approximation of elliptical particles for DEM simulations10.1007/s10035-009-0158-y ↗
31. Micromechanical analysis of the shear behavior of a granular material10.1061/(ASCE)0733-9399(2001)127:10(1007) ↗
32. Triaxial test simulations with discrete element method and hydrostatic boundaries10.1061/(ASCE)0733-9399(2004)130:10(1188) ↗
33. Particle shape effect on macro- and micro-behaviors of monodisperse ellipsoids10.1002/nag.732 ↗
34. Effect of the grain elongation on the behaviour of granular materials in biaxial compression10.1016/j.crme.2010.10.005 ↗
35. ‘Stress-force-fabric’ relationship for assemblies of ellipsoids10.1016/S0167-6636(00)00057-0 ↗
36. Influence of particle shape and sample width on uniaxial compression of assembly of prolate spheroids examined by discrete element method10.1016/j.physa.2014.08.063 ↗
37. Bimodal character of stress transmission in granular packings10.1103/PhysRevLett.80.61 ↗
38. On the yielding of soils10.1680/geot.1958.8.1.22 ↗
39. Analytical study of induced anisotropy in idealized granular materials10.1680/geot.1989.39.4.601 ↗
40. Micromechanical features of granular assemblies with planar elliptic particles10.1680/geot.1992.42.1.79 ↗
41. The relation between the shear strength of sands in triaxial compression, plane strain, and direct10.1680/geot.1969.19.1.75 ↗
42. Fabric tensor in granular materials
43. Numerical simulation of 3D semi-real-shaped granular particle assembly10.1016/j.powtec.2012.01.042 ↗
44. Discrete element simulation of ballast and gravel under special consideration of grain-shape, grain-size and relative density10.1007/s10035-010-0239-y ↗
45. Automatic clump generation based on mid-surface
46. Effect of particle-shape on the strength and deformation mechanisms of ellipse-shaped granular assemblages10.1108/02644409510799497 ↗
47. Discrete element simulations of direct shear specimen scale effects10.1680/geot.2010.60.5.395 ↗
48. Fabric evolution in a numerical direct shear test10.1016/j.compgeo.2008.09.007 ↗
49. Quantified evaluation of particle shape effects from micro-to-macroscales for non-convex grains10.1016/j.partic.2015.01.008 ↗
50. Rotational resistance and shear-induced anisotropy in granular media10.1016/S0894-9166(14)60012-4 ↗
51. Influence of particle shape on behavior of rockfill using a three-dimensional deformable DEM10.1061/(ASCE)EM.1943-7889.0000604 ↗