Observation of strain-rate softening behavior in jammed granular media
Mingchao Liu, Weining Mao, Yiqiu Zhao, Qin Xu, Yixiang Gan, Yifan, Wang, K Jimmy Hsia

TL;DR
This study uncovers a rate-softening behavior in jammed granular media, driven by decreasing surface friction with increasing strain rate, validated through experiments and FEM simulations, highlighting the importance of inter-particle tribology.
Contribution
It reveals a novel rate-softening behavior in granular materials and identifies surface friction reduction as the key mechanism, supported by experimental and simulation data.
Findings
Rate-softening observed in granular media at certain strain rates
Surface friction decreases with increasing strain rate
Confining pressure influences normal stress and frictional behavior
Abstract
The strain-rate sensitivity of confined granular materials has been widely explored, with most findings exhibiting rate-strengthening behaviors. This study, however, reveals a distinct rate-softening behavior across a certain strain rate range based on triaxial tests on particle clusters of various materials with different surface properties, particle sizes, shapes, and stiffness. This softening effect is especially pronounced in the case of common rice particles. By examining the behavior of rice particles under different confining pressure and surface conditions, and directly measuring the frictional coefficient across various loading rates, we find that the reduction in surface frictional coefficient with the increasing strain rate predominantly contributes to this rate-softening behavior. This conclusion is validated by results from Finite Element Method (FEM) simulations.…
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Taxonomy
TopicsGeotechnical and Geomechanical Engineering · Granular flow and fluidized beds · Landslides and related hazards
