On the effect of stress dependent interparticle friction in direct shear tests
Bettina Suhr, Klaus Six

TL;DR
This paper introduces a stress-dependent interparticle friction model in DEM simulations to better replicate the stress-dependent bulk friction observed in direct shear tests on granular media, especially for non-spherical particles.
Contribution
The study develops and validates a novel stress-dependent interparticle friction model in DEM, improving accuracy over traditional constant friction models for granular shear behavior.
Findings
Stress-dependent interparticle friction matches experimental data.
Bulk friction decreases with normal stress for paired spheres.
Constant friction models are less accurate.
Abstract
Contact friction is a key influence factor for the shearing behaviour of granular media. In the discrete element method (DEM) contact friction is usually modelled with Coulomb's law assuming a constant interparticle friction coefficient. From tribology it is known that friction is influenced by several factors, e.g., temperature, normal stress, surface condition, etc. None of these influences can be modelled with the constant interparticle friction coefficient from Coulomb's law. For a given granular material (particle shape distribution), the usage of constant interparticle friction in DEM models generally results in constant bulk friction coefficients in the simulation of direct shear tests. While this is frequently seen in experiments with equi-sized spherical particles, papers exist in literature which report a stress dependency of bulk friction for non-spherical particles of…
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