Intruder penetration in a vibrated and sheared two-dimensional granular medium

In this work, a passive intruder is moving through a tilted quasi-two-dimensional vibrated and sheared granular medium of soft spherical particles. Driven by the gravitational forces produced because of the slight inclination of the system, the passive intruder moves and penetrates throughout the granular medium. The dynamics of the intruder and the dynamical and structural characteristics of the particles in the medium are both determined. For obtaining the dynamical properties, the mean squared displacement of the intruder and each particle in the medium were estimated. The structural changes in the media, which are the outcome of the motion of the intruder, were observed and analyzed. The radial distribution function and the six-fold bond orientational order parameter were used to structurally characterize the medium, both with and without intruder penetration. Based on the different experiments performed, it was found that the intruder's trajectories fall into regions of lesser order in the granular medium.

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Publication Details

Journal
PÄDI Boletín Científico de Ciencias Básicas e Ingenierías del ICBI
Published
2025-04-26
DOI
https://doi.org/10.29057/icbi.v13iespecial.13798
Primary Topic
Landslides and related hazards
Type
article
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article

Intruder penetration in a vibrated and sheared two-dimensional granular medium

F. López-González, C.G. Vidales-Hernández
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PÄDI Boletín Científico de Ciencias Básicas e Ingenierías del ICBI
Landslides and related hazards
article

Intruder penetration in a vibrated and sheared two-dimensional granular medium

F. López-González, C.G. Vidales-Hernández
article en

Abstract

In this work, a passive intruder is moving through a tilted quasi-two-dimensional vibrated and sheared granular medium of soft spherical particles. Driven by the gravitational forces produced because of the slight inclination of the system, the passive intruder moves and penetrates throughout the granular medium. The dynamics of the intruder and the dynamical and structural characteristics of the particles in the medium are both determined. For obtaining the dynamical properties, the mean squared displacement of the intruder and each particle in the medium were estimated. The structural changes in the media, which are the outcome of the motion of the intruder, were observed and analyzed. The radial distribution function and the six-fold bond orientational order parameter were used to structurally characterize the medium, both with and without intruder penetration. Based on the different experiments performed, it was found that the intruder's trajectories fall into regions of lesser order in the granular medium.

PÄDI Boletín Científico de Ciencias Básicas e Ingenierías del ICBIVol. 13
Universidad Autónoma del Estado de Hidalgo (MX), Benemérita Universidad Autónoma de Puebla (MX)
Openalex Percentile: Top 87%
Landslides and related hazards
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