Slow creep in soft granular packings
Related Experiment Video
Updated: Mar 3, 2026

Quantifying Three-Dimensional Cell Migration Within and Into Granular Hydrogel Biomaterials
Published on: March 7, 2025
Ishan Srivastava1, Timothy S Fisher
1School of Mechanical Engineering and Birck Nanotechnology Center, Purdue University, West Lafayette, IN 47907, USA. tsfisher@purdue.edu.
Abstract:
Transient creep mechanisms in soft granular packings are studied numerically using a constant pressure and constant stress simulation method. Rapid compression followed by slow dilation is predicted on the basis of a logarithmic creep phenomenon. Characteristic scales of creep strain and time exhibit a power-law dependence on jamming pressure, and they diverge at the jamming point. Microscopic analysis indicates the existence of a correlation between rheology and nonaffine fluctuations. Localized regions of large strain appear during creep and grow in magnitude and size at short times. At long times, the spatial structure of highly correlated local deformation becomes time-invariant. Finally, a microscale connection between local rheology and local fluctuations is demonstrated in the form of a linear scaling between granular fluidity and nonaffine velocity.
Related Concept Videos
Creep in Concrete
Factors Affecting Creep
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
Effects of Creep
Bulk Density of Aggregate
Most natural mineral aggregates, like sand and gravel,...
Moisture Content and Bulking of Aggregate
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
Gradually Varying Flow

