A state- and rate-dependent constitutive model for granular materials with interstitial fluid: solid-like, fluid-like behaviours and their transitions

Granular materials exhibit solid-like and fluid-like behaviour in different flow regimes, governed by intergranular frictions, collisions and viscous force from the interstitial fluid. In this paper, a state- and rate-dependent constitutive model is proposed to describe the solid-like and fluid-like behaviours in granular flows by decomposing the effective stress tensor into rate-independent and rate-dependent parts. Hypoplastic and μ(I)-type models are used for the rate-independent and rate-dependent parts. The Stokes number is introduced to account for interstitial fluid viscosity. Moreover, the shear-induced frictional force to capture the stress changes during rapid shearing is considered. The model is shown to capture the entire regime of granular flow and the phase transformation between solid-like and fluid-like behaviour. The model performance is demonstrated against results from the literature.

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Publication Details

Journal
Géotechnique
Published
2025-11-14
DOI
https://doi.org/10.1680/jgeot.25.00013
Citations
1
Primary Topic
Granular flow and fluidized beds
Type
article
Field-Weighted Citation Impact
1.33
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A state- and rate-dependent constitutive model for granular materials with interstitial fluid: solid-like, fluid-like behaviours and their transitions

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1 citations
Géotechnique
Granular flow and fluidized beds
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article

A state- and rate-dependent constitutive model for granular materials with interstitial fluid: solid-like, fluid-like behaviours and their transitions

Wei Wu, Yadong Wang, Hong Zhou, Xiaogang Guo, Zhi Li
article en
1 citations

Abstract

Granular materials exhibit solid-like and fluid-like behaviour in different flow regimes, governed by intergranular frictions, collisions and viscous force from the interstitial fluid. In this paper, a state- and rate-dependent constitutive model is proposed to describe the solid-like and fluid-like behaviours in granular flows by decomposing the effective stress tensor into rate-independent and rate-dependent parts. Hypoplastic and μ(I)-type models are used for the rate-independent and rate-dependent parts. The Stokes number is introduced to account for interstitial fluid viscosity. Moreover, the shear-induced frictional force to capture the stress changes during rapid shearing is considered. The model is shown to capture the entire regime of granular flow and the phase transformation between solid-like and fluid-like behaviour. The model performance is demonstrated against results from the literature.

GéotechniqueVol. 76(1)
Hong Kong University of Science and Technology (HK), China University of Mining and Technology (CN), University of Hong Kong (HK), BOKU University (AT)
Openalex Percentile: Top 16%
Granular flow and fluidized beds
1.33
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