A consistent multi-resolution particle method for fluid-driven granular dynamics

Jandaghian, Mojtaba; Shakibaeinia, Ahmad

doi:10.1016/j.advwatres.2023.104488

Cited by 3 publications

(1 citation statement)

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“…37 Jandaghian and Shakibaeinia developed a new multi-resolution mesh-free particle method, based on an enhanced weakly-compressible MPS method, to study the dynamics of rapid fluid-driven granular erosion. 38 Zhu et al employed SPH to investigate the granular flow in a rotating drum. They modeled The granular material with a 𝜇(I) rheology-based elastoplastic model with the Druck-Prager yield surface.…”

Section: Introductionmentioning

confidence: 99%

Two‐ and three‐dimensional multiphase mesh‐free particle modeling of transitional landslide with μ(I) rheology

Jafari Nodoushan,

Tajnesaie,

Shakibaeinia

2024

Numerical Methods in Fluids

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Landslides, which are the sources of most catastrophic natural disasters, can be subaerial (dry), submerged (underwater), or semi‐submerged (transitional). Semi‐submerged or transitional landslides occur when a subaerial landslide enters water and turns to submerged condition. Predicting the behavior of such a highly dynamic multi‐phase granular flow system is challenging, mainly due to the water entry effects, such as wave impact and partial saturation (and resulted cohesion). The mesh‐free particle methods, such as the moving particle semi‐implicit (MPS) method, have proven their capabilities for the simulation of the highly dynamic multiphase systems. This study develops and evaluates a numerical model, based on the MPS particle method in combination with the μ(I) rheological model, to simulate the morphodynamic of the granular mass in semi‐submerged landslides in two and three dimensions. An algorithm is developed to consider partial saturation (and resulting cohesion) during the water entry. Comparing the numerical results with the experimental measurements shows the ability of the proposed model to accurately reproduce the morphological evolution of the granular mass, especially at the moment of water entry.

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Section: Introductionmentioning

confidence: 99%