4.7 Article

Numerical modelling of fluid-induced soil erosion in granular filters using a coupled bonded particle lattice Boltzmann method

Journal

COMPUTERS AND GEOTECHNICS
Volume 82, Issue -, Pages 134-143

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2016.10.006

Keywords

Internal erosion; Bonded particle method; Lattice Boltzmann method; Granular filter; Immersed moving boundary; Fluid-solid coupling

Funding

  1. National Natural Science Foundation of China [51579237]
  2. Foundation of State Key Laboratory for Geomechanics and Deep Underground Engineering [SKLGDUEK 1110]

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This paper presents a three-dimensional coupled bonded particle and lattice Boltzmann method (BPLBM) with an immersed moving boundary scheme for the fluid-solid interaction. It is then applied to investigate the erosion process of soil particles in granular filters placed within earth dams. The microscopic migration of soil particles can be clearly visualised as the movement of particles can be directly recorded. Three granular filters with different representative size ratios are simulated and the numerical results are seen to match the empirical criteria. In addition, the effect of the representative size ratio of granular filters, hydraulic loading and erosion time are discussed. (C) 2016 Elsevier Ltd. All rights reserved.

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