98%
921
2 minutes
20
From the onset of the subject, granular media have been defying the toolkit of statistical mechanics, thus hindering our understanding of their thermodynamic and stress-strain constitutive properties and making this state of matter one of the key remaining mysteries in science. In the present work, we offer a resolution to this problem with the help of an idealized model-a collection of two-dimensional identical balls forming a static granular pile in the gravity field-that allows us to develop appropriate thermodynamics and constitutive relations from the first principles a posteriori justified via the statistical analysis of pile realizations. Besides the uncertainty due to the rough substrate on which the pile is built, we uncover another one due to ambiguities occurring in the positions of some interior balls. Both are responsible for the thermodynamic description of the granular pile, which proves to be anything but ordinary. In particular, we show that a pile is characterized by three temperatures: one is infinite, the other is negative, and the third is of higher order. Also, analyzing the fields of ball displacements ξ and the normal force deviations δN from those for the ideal-isosceles triangular structure of a regular pile reveals the hyperbolic nature of the ξ field and the ability of the δN field to change the characteristic type from hyperbolic to elliptic. The latter property not only yields new insights into the origin of force chains and offers an adequate description of the constitutive properties of the static granular pile but also turns out to be instrumental for understanding its thermodynamics. Our model may provide a basis for further grasping of granular media properties in general.
Download full-text PDF |
Source |
---|---|
http://dx.doi.org/10.1103/PhysRevE.111.055408 | DOI Listing |
Phys Rev E
May 2025
University of Alberta, Physics Department, Edmonton, Alberta, Canada T6G 2E1.
From the onset of the subject, granular media have been defying the toolkit of statistical mechanics, thus hindering our understanding of their thermodynamic and stress-strain constitutive properties and making this state of matter one of the key remaining mysteries in science. In the present work, we offer a resolution to this problem with the help of an idealized model-a collection of two-dimensional identical balls forming a static granular pile in the gravity field-that allows us to develop appropriate thermodynamics and constitutive relations from the first principles a posteriori justified via the statistical analysis of pile realizations. Besides the uncertainty due to the rough substrate on which the pile is built, we uncover another one due to ambiguities occurring in the positions of some interior balls.
View Article and Find Full Text PDFPhys Rev E
February 2025
University of Sydney, School of Civil Engineering, The , Sydney 2006, Australia.
It is well known that a pile of grains starts and stops flowing at different angles of repose. It is also known that such starting and stopping angles exhibit thickness-dependent behavior, with deeper layers beginning to flow more readily and arresting at lower angles than shallower materials. These considerations have motivated various rheological assumptions in granular constitutive laws.
View Article and Find Full Text PDFSensors (Basel)
December 2024
School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
The stress status of a soil pressure cell placed in soil is very different from its stress state in a uniform fluid medium. The use of the calibration coefficient provided by the soil pressure cell manufacturer will produce a large error. In order to improve the measurement accuracy of the interface-type earth pressure cell placed in soil, this paper focuses on a single-membrane resistive earth pressure cell installed on the surface of a structure, analyzing the influence of loading and unloading cycles, the thickness and particle size of the sand filling, and the depth of the earth pressure cell inserted in the structure on the calibration curve and matching error, which were analyzed through calibration tests.
View Article and Find Full Text PDFSoft Matter
April 2024
Universite Claude Bernard Lyon 1, CNRS, Institut Lumière Matière, UMR5306, F-69100, Villeurbanne, France.
We experimentally study the effects of salt concentration on the flowing dynamics of dense suspensions of micrometer-sized silica particles in microfluidic drums. In pure water, the particles are fully sedimented under their own weight, but do not touch each other due to their negative surface charges, which results in a "frictionless" dense colloidal suspension. When the pile is inclined above a critical angle ∼ 5° a fast avalanche occurs, similar to what is expected for classical athermal granular media.
View Article and Find Full Text PDFBioinspir Biomim
September 2023
School of Civil and Construction Engineering Oregon State University, Corvallis, OR, 97331, United States of America.
In nature, woodpeckers peck trees with no reported brain injury. A highly functional system comprising a hyoid bone, smooth skull, straight pointed beak with varying lengths of upper and lower beak bones, and rhamphotheca is one of the adaptations that enable efficient pecking. Soil penetration is an energy-intensive procedure used in civil infrastructure applications and is often followed by pushing, impact driving, and digging.
View Article and Find Full Text PDF