On the differential model of sandpiles growing in a silo

We discuss some features of a boundary value problem for a system of PDEs that describes the growth of a sandpile in a container under the action of a vertical source. In particular, we characterize the long-term behavior of the profiles, and we provide a sufficient condition on the vertical source that guarantees the convergence to the equilibrium in a finite time. We show by counterexamples that a stable configuration may not be reached in a finite time, in general, even if the source is timeindependent. Finally, we provide a complete characterization of the equilibrium profiles.

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Publication Details

Journal
Contemporary Mathematics Fundamental Directions
Published
2025-12-25
DOI
https://doi.org/10.22363/2413-3639-2025-71-4-626-641
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
0.00

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article

On the differential model of sandpiles growing in a silo

Annalisa Malusa, Graziano Crasta
Contemporary Mathematics Fundamental Directions
Geotechnical and Geomechanical Engineering
article

On the differential model of sandpiles growing in a silo

Annalisa Malusa, Graziano Crasta
article en

Abstract

We discuss some features of a boundary value problem for a system of PDEs that describes the growth of a sandpile in a container under the action of a vertical source. In particular, we characterize the long-term behavior of the profiles, and we provide a sufficient condition on the vertical source that guarantees the convergence to the equilibrium in a finite time. We show by counterexamples that a stable configuration may not be reached in a finite time, in general, even if the source is timeindependent. Finally, we provide a complete characterization of the equilibrium profiles.

Contemporary Mathematics Fundamental DirectionsVol. 71(4)
Sapienza University of Rome (IT)
Istituto Nazionale di Alta Matematica "Francesco Severi", Gruppo Nazionale per l'Analisi Matematica, la Probabilità e le loro Applicazioni
Openalex Percentile: Top 66%
Geotechnical and Geomechanical Engineering
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