4.7 Article

DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles

Journal

GEOTECHNIQUE
Volume 71, Issue 8, Pages 714-727

Publisher

ICE PUBLISHING
DOI: 10.1680/jgeot.19.P.212

Keywords

deformation; fabric/structure of soils; numerical modelling; particle-scale behaviour; shear strength

Funding

  1. Research Grants Council of the Hong Kong SAR [CityU 11272916, CityU 11213517]
  2. National Science Foundation of China [51779213]

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This paper presents a discrete-element method simulation of mini-triaxial tests on sand with realistically shaped grains, comparing the results with physical experiments at multiple length scales. Image-processing techniques were utilized to analyze raw data from the tests, and a one-to-one discrete-element model was constructed to represent realistic particle morphology. Attention was given to particle scale properties and their influences on the mechanical response of the model, demonstrating that the proposed approach is effective in reproducing behaviors observed in physical experiments.
This paper presents a discrete-element method simulation of mini-triaxial tests on a sand with realistically shaped grains. It compares the results with physical experiments at multiple length scales, including the macroscopic sample length scale and the particle scale. A series of image-processing techniques were utilised to binarise, segment and label the raw data in images obtained from the mini-triaxial test. The images were obtained using an X-ray synchrotron radiation scanner. A spherical harmonic analysis was used to filter the image data and to reconstruct the natural particle morphology. Two parameters, these being the radius ratio of the smallest to largest sphere. and a characteristic distance phi is an element of[0 degrees, 180 degrees] within the multisphere clump method, were chosen to represent the realistic particle morphology, balancing accuracy against computational cost. A one-to-one discrete-element model, where every particle in the physical experiment has its own numerical twin, was constructed. The discrete-element model was contained by a numerically generated flexible membrane allowing free deformation of the specimen under a prescribed confining stress, as in a physical triaxial test. Finally, attention was given to particle scale properties and their influences on the mechanical response of the discrete-element model. For a given strain rate it was found that shear modulus and friction coefficient affect the initial stiffness, the peak load and the dilation significantly. This study, and the simulation results within it, demonstrate that the proposed modelling approach is capable of reproducing macroscopic (e.g. stiffness, deviatoric stress response and volumetric response) and particle-level (e.g. displacement, rotation and branch vector orientation) behaviours that are very similar to what occurs within physical experiments, validating the effectiveness of the proposed one-to-one mapping technique.

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