Shear-driven size segregation of granular materials: modeling and experiment
Lindsay B H May1, Laura A Golick, Katherine C Phillips
1Department of Mathematics, North Carolina State University, Raleigh, North Carolina 27695, USA.
Physical Review. E, Statistical, Nonlinear, and Soft Matter Physics
|September 28, 2010
Summary
This study tested a segregation model for granular materials under shear. The model captured mixing and resegregation dynamics but predicted a finite segregation time, unlike the experiment.
Area of Science:
- Physics of granular materials
- Rheology and material science
Background:
- Granular materials exhibit size segregation under shear.
- Predicting segregation time is crucial for understanding granular flow dynamics.
- Existing models are often limited to linear shear profiles.
Purpose of the Study:
- To adapt and evaluate the Gray-Thornton segregation model for exponential shear profiles.
- To compare model predictions with experimental observations of granular segregation.
- To assess the model's ability to capture mixing and resegregation timescales.
Main Methods:
- Experimental setup: annular Couette cell with a moving lower boundary.
- Initial condition: unstable layer of small particles above large particles.
- Data acquisition: measurement of velocity profiles and global dilation.
Main Results:
- The Gray-Thornton model, adapted for exponential shear, successfully captured fast mixing and slower resegregation phases.
- Model predictions showed qualitative agreement with experimental segregation dynamics.
- A discrepancy was observed in the predicted versus experimental resegregation timescale (finite vs. exponential).
Conclusions:
- The adapted Gray-Thornton model provides a valuable framework for understanding segregation in non-linear shear flows.
- Further refinement is needed to accurately predict the timescale of exponential resegregation in granular systems.
- This work contributes to the quantitative understanding of size segregation in granular materials.
Related Concept Videos
Sieve Analysis and Grading Curves
Sieve analysis is a method used to determine the particle size distribution of aggregate materials. This process involves the following steps:
Pore Size Distribution
In concrete, the pore size distribution significantly influences the material's properties. Capillary pores, markedly larger than gel pores, form a vast network within partially hydrated cement paste, reducing the concrete's strength and increasing its permeability. This heightened permeability leads to a greater risk of damage from environmental factors like freeze-thaw cycles and chemical attacks, with the extent of vulnerability also being tied to the water-to-cement ratio.
Adequate...
Adequate...
Size-Exclusion Chromatography
In size-exclusion chromatography (SEC), also known as molecular-exclusion or gel-permeation chromatography, molecules are separated based on their sizes. This technique is important for separating large molecules such as polymers and biomolecules. The two classes of micron-sized stationary phases encountered in SEC are silica particles and cross-linked polymer resin beads. Both materials are porous, but their pore sizes vary significantly.
Silica particles offer advantages such as rigidity,...
Silica particles offer advantages such as rigidity,...
Precipitate Formation and Particle Size Control
In precipitation gravimetry, the precipitating agent should react specifically or selectively with the analyte. While a specific reagent reacts with the analyte alone, a selective reagent can react with a limited number of chemical species.
The obtained precipitate should be either a pure substance of known composition or easily converted to one by a simple process, such as ignition or drying. In addition, the precipitate should be insoluble and easily filterable. In general, filterability...
The obtained precipitate should be either a pure substance of known composition or easily converted to one by a simple process, such as ignition or drying. In addition, the precipitate should be insoluble and easily filterable. In general, filterability...
Design Example: Aggregate Gradation
The right type and quality of aggregates are crucial for concrete as they significantly influence its properties, mix proportions, and cost-effectiveness. If different sources are available for sand, the commonly used fine aggregate in concrete, the selection of sand is primarily based on its gradation.
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is sampled...
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is sampled...


