Abstract

The Discrete Element Method (DEM) has been successfully used to further understand GM behaviour where experimental means are not possible or limited. However, the vast majority of DEM publications use simplified spheres with rolling friction to account for particle shape, with a few using clumped spheres and super quadratics to better capture grain geometric detail. In this study, we compare the shear strength of packed polyhedral assemblies to spheres with rolling resistance to account for shape. Spheres were found to have the highest shear resistance as the limited rolling friction model could not capture the geometric of rotation grains which caused reordering and dilation. This geometric arrangement causes polyhedra to align faces in the shear direction, reducing the resistance to motion. Conversely, geometric interlocking can cause jamming resulting in a dramatic increase in shear resistance. Particle aspect ratio (elongation and fatness) was found to significantly lower shear resistance, while more uniform aspect ratio’s increased shear resistance with shape non-convexity showing extremes of massive slip or jamming. Thus, while spheres with rolling friction may yield bulk shear strength similar to some polyhedra with a mild aspect ratio, the grain scale effect that leads to compaction and jamming from rotation and interlocking is missed. These results shed light on the complex impact that individual grain shape has on bulk behaviour and its importance.

Highlights

  • Simulation of direct shear box testsDiscrete Element Method (DEM) simulations were performed to model the direct shear tests to highlight the shape effect

  • 1 Introduction tially developed for geotechnical applications is the most widely used method for the simulation of granular mate

  • While spheres with rolling friction may yield bulk shear strength similar to some polyhedra with a mild aspect ratio, the grain scale effect that leads to compaction and jamming from rotation and interlocking is missed

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Summary

Simulation of direct shear box tests

DEM simulations were performed to model the direct shear tests to highlight the shape effect. A numerical stiffness of 2E4 (linear spring dashpot) was chosen based on the bulk behavior by matching the height of the gravel bed in a uni-axial compression test up to confining pressure. All particles have the same mass/volume to ensure a point of similarity between the them with the bounding radius differing to account for this

Numerical study on shape
Conclusion
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