Mesoscale avalanche size underpins the rheology of granular yielding

K Keng-Lin Lee (Department of Mechanical Engineering) T Ting-Yin Yeh (Department of Mechanical Engineering)

Abstract

Granular materials under loading exhibit intermittent avalanches of varying sizes prior to full yielding, a hallmark of natural failure phenomena such as landslides and earthquakes. While continuum models for postyield plastic flow are well established, a unified framework connecting preyield avalanche dynamics to bulk rheology remains lacking. Here, we introduce a birefringent double-shear experiment that enables sustained probing of avalanche statistics and quasistatic flow behavior near the yielding transition. We find that the avalanche regime exhibits rate-weakening behavior, while the plastic regime is rate-independent, resulting in dual rheology under identical local shear rates and indicating hysteresis and mechanical instability. Within a stress-activated framework, we identify the mean normalized stress drop, a measure for mesoscale avalanche size, as a key field variable that bridges the two regimes. Incorporating this variable, we formulate a unified constitutive model that captures the entire yielding transition. These findings establish mesoscale avalanche evolution as a central mechanism underlying granular yielding rheology.

Article Details

Volume / Issue Vol. 122, Issue 40
Published October 07, 2025
ISSN 0027-8424
Publisher National Academy of Sciences

Authors (2)

K

Keng-Lin Lee

Department of Mechanical Engineering

T

Ting-Yin Yeh

Department of Mechanical Engineering