Effects of Grain Shape Angularity on Cohesive Strength in Sheared Granular Media

Abstract Using extensive Contact Dynamics simulations, we present a systematic analysis concerning the effects of particle shape angularity on the quasi-static shear strength properties of cohesive granular packings under biaxial conditions for various confining stresses σ 0 . We consider irregular polygons with an increasing number of sides, ranging from triangles to discs. The packings behavior depends on the dimensionless Cohesive Index η = f 0 /( σ 0 d ), where f 0 is the contact adhesive force and d is the mean grain diameter. η is varied between 0 (dry) to 0.6 (strongly cohesive) by varying σ 0 . We find that the macroscopic friction angle increases with grain angularity and saturates at larger angularity, as in the dry case. In contrast, the cohesive strength is an increasing function of grain angularity. Our results contribute to a better understanding of the effects of grain shape on the behaviour of cohesive granular materials, by complementing a number of results obtained mainly in the dry case.

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Publication Details

Journal
IOP Conference Series Earth and Environmental Science
Published
2025-04-01
DOI
https://doi.org/10.1088/1755-1315/1480/1/012042
Primary Topic
Granular flow and fluidized beds
Type
article
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article

Effects of Grain Shape Angularity on Cohesive Strength in Sheared Granular Media

Peerapong Jitsangiam, Theechalit Binaree, Émilien Azéma, Mathieu Renouf
4 links
IOP Conference Series Earth and Environmental Science
Granular flow and fluidized beds
article

Effects of Grain Shape Angularity on Cohesive Strength in Sheared Granular Media

Peerapong Jitsangiam, Theechalit Binaree, Émilien Azéma, Mathieu Renouf
article en

Abstract

Abstract Using extensive Contact Dynamics simulations, we present a systematic analysis concerning the effects of particle shape angularity on the quasi-static shear strength properties of cohesive granular packings under biaxial conditions for various confining stresses σ 0 . We consider irregular polygons with an increasing number of sides, ranging from triangles to discs. The packings behavior depends on the dimensionless Cohesive Index η = f 0 /( σ 0 d ), where f 0 is the contact adhesive force and d is the mean grain diameter. η is varied between 0 (dry) to 0.6 (strongly cohesive) by varying σ 0 . We find that the macroscopic friction angle increases with grain angularity and saturates at larger angularity, as in the dry case. In contrast, the cohesive strength is an increasing function of grain angularity. Our results contribute to a better understanding of the effects of grain shape on the behaviour of cohesive granular materials, by complementing a number of results obtained mainly in the dry case.

IOP Conference Series Earth and Environmental ScienceVol. 1480(1)
Centre National de la Recherche Scientifique (FR), Geological Survey of Canada (CA), Institut Universitaire de France (FR), Université de Montpellier (FR), Laboratoire de Mécanique et Génie Civil (FR), Chiang Mai University (TH)
Openalex Percentile: Top 89%
Granular flow and fluidized beds
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