Combined effects of contact friction and particle shape on strength properties and microstructure of sheared granular media.


Journal

Physical review. E
ISSN: 2470-0053
Titre abrégé: Phys Rev E
Pays: United States
ID NLM: 101676019

Informations de publication

Date de publication:
Aug 2020
Historique:
received: 19 03 2020
accepted: 16 07 2020
entrez: 18 9 2020
pubmed: 19 9 2020
medline: 19 9 2020
Statut: ppublish

Résumé

We present a systematic numerical investigation concerning the combined effects of sliding friction and particle shape (i.e., angularity) parameters on the shear strength and microstructure of granular packings. Sliding friction at contacts varied from 0 (frictionless particles) to 0.7, and the particles were irregular polygons with an increasing number of sides, ranging from triangles to disks. We find that the effect of local friction on shear strength follows the same trend for all shapes. Strength first increases with local friction and then saturates at a shape-dependent value. In contrast, the effect of angularity varies, depending on the level of sliding friction. For low friction values (i.e., under 0.3), the strength first increases with angularity and then declines for the most angular shapes. For high friction values, strength systematically increases with angularity. At the microscale, we focus on the connectivity and texture of the contact and force networks. In general terms, increasing local friction causes these networks to be less connected and more anisotropic. In contrast, increasing particle angularity may change the network topology in different directions, directly affecting the macroscopic shear strength. These analyses and data constitute a first step toward understanding the joint effect of local variables such as friction and grain shape on the macroscopic rheology of granular systems.

Identifiants

pubmed: 32942352
doi: 10.1103/PhysRevE.102.022901
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

022901

Auteurs

Theechalit Binaree (T)

Department of Mechanical Engineering, Faculty of Engineering, Chiang Mai University, 239 Huay Kaew Road, Chiang Mai 50200, Thailand.

Emilien Azéma (E)

LMGC, Université de Montpellier, CNRS, Montpellier, France.

Nicolas Estrada (N)

Departamento de Ingeniería Civil y Ambiental, Universidad de Los Andes, Bogotá, Colombia.

Mathieu Renouf (M)

LMGC, Université de Montpellier, CNRS, Montpellier, France.

Itthichai Preechawuttipong (I)

Department of Mechanical Engineering, Faculty of Engineering, Chiang Mai University, 239 Huay Kaew Road, Chiang Mai 50200, Thailand.

Classifications MeSH