Loading-dependent microscale measures control bulk properties in granular material: an experimental test of the Stress-Force-Fabric relation
Carmen L. Lee, Ephraim Bililign, Emilien Az\'ema, and Karen E. Daniels

TL;DR
This study experimentally verifies the Stress-Force-Fabric relation in granular materials by measuring microscale forces and structures under various loading conditions, linking particle-scale anisotropy to bulk properties.
Contribution
It provides the first laboratory validation of the SFF relation, connecting microscale force and fabric measures to bulk behavior in granular materials.
Findings
Sum and Stress Rules accurately predict bulk measurements
Fabric and force transmission are approximately equal at large strains
Experimental validation of the SFF relation in physical granular systems
Abstract
The bulk behaviour of granular materials is tied to its mesoscale and particle-scale features: strength properties arise from the buildup of various anisotropic structures at the particle-scale induced by grain connectivity (fabric), force transmission, and frictional mobilization. More fundamentally, these anisotropic structures work collectively to define features like the bulk friction coefficient and the stress tensor at the macroscale and can be explained by the Stress-Force-Fabric (SFF) relationship stemming from the microscale. Although the SFF relation has been extensively verified by discrete numerical simulations, a laboratory realization has remained elusive due to the challenge of measuring both normal and frictional contact forces. In this study, we analyze experiments performed on a photoelastic granular system under four different loading conditions: uniaxial compression,…
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Taxonomy
TopicsRock Mechanics and Modeling · Geotechnical Engineering and Soil Mechanics · Geotechnical and Geomechanical Engineering
