The Physics of the Deformation of Densely Packed Granular Materials. M A C Koenders

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The Physics of the Deformation of Densely Packed Granular Materials - M A C Koenders

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few remarks on the theory

       Chapter 8Frictional Granular Materials

       8.1The frictional interaction

       8.2Mean-field estimate

       8.3Mean-field estimate with randomly distributed slip angles

       8.4Mean-field estimate with concentrated slip angles

       8.5Strain fluctuations

       8.6Fabric heterogeneity and other refinements

       8.7The evolution of an assembly in a biaxial cell test

       Appendix AMathematical Appendix

       A.1Isotropic tensors

       A.2Integrals of strings of unit vectors

       A.3Elastic constants

       A.4Fourier transforms and harmonic density

       A.5Bessel functions

       A.6Various integrals

       Appendix BList of Symbols and Notations

       B.1List of symbols

       B.2List of notations

       Index

       Chapter 1

       General Concepts

       1.1Introduction

      Granular materials play a role in nearly all human activities. Users of, for example, sand, from children in sandpits to sophisticated geotechnical engineers, know that it is a fascinating — and to some extent, unpredictable — material. Many groups are concerned professionally with granular materials: chemical engineers, pharmacists, food technologists, agriculturalists, biologists, geologists, geophysicists, astronomers even, are obliged to study their behaviour under a wide variety of circumstances. In addition to sand, which itself may be of many compositions, the types of materials include gravel, fine-particle aggregates as employed in cosmetics, pharmaceuticals, dust, crushed rock and granules that occur in a domestic environment, such as breakfast cereals, sugar, salt and (instant or ground) coffee granules.

      It is important to distinguish between the various states in which these materials may be encountered. The possible range of regimes is extensive. The delineation of regimes is accomplished by specifying first the packing density, second the grain-size, or size distribution and particle shape, then the type of medium in the interstices between the grains (fluid, gas, vacuum) and finally the stress and temperature environment. Depending on any combination of these factors, examples of phenomena that may take place come in a wide variety. A few celebrated ones are landslides, blocked silos and sewers, rubble asteroids breaking up, segregation effects in breakfast cereals, dust-storm propagation after a terrorist attack, the spreading of sun-cream over skin and the formation of dunes. The list is by no means exhaustive; not only do people continually invent new applications for granulates, they also discover new processes where these materials may be deployed. The sheer diversity of effects illustrates the range of professionals that may be engaged with the subject.

      The mechanical behaviour of an assembly of grains depends first and foremost on the interaction between the particles. For a low packing density the grains are fairly free to move and interactions may take place in a similar way to the molecules in a gas: the interactions are short-duration ‘events’. When, on the other hand, the material is densely packed the grains are locked in enduring interaction with each other. This does not preclude relative motion between the particles. In a dense slurry, for example, the interstitial fluid is the interactive medium. Particles may move, while the interactive strength varies with motion, but the interaction continues to be relevant for particles in close proximity. When the medium is dense and dry, on the other hand, particles must make contact. Their relative motion may be sliding, or even suffer a very slight indentation when two particles are being pressed together hard, but there is only a non-zero interaction while the contact endures.

      In order to describe the motion in various states, distinctly different branches of mechanics are required. For a dilute flow in which collisions are prevalent, for example, concepts of gas dynamics have to be invoked: a temperature field is needed to describe the velocity fluctuations while motion takes place. For dense (but not too dense) slurry flow in which a fluid mediates the interaction of the grains the relative velocity difference of the particles needs to be described. For very small particles Brownian motion will play a role too. For a dense packing, in which the grains are in enduring contact, the physics of the interaction is quite different. As this is the field of interest in the publication to hand a small study of the background of this subject is of use.

      It could be argued that the densely packed state is fairly boring, as the displacements tend to be so insignificant. Essentially, one might say, a densely packed granular material behaves like a solid. There are, however, certain features that relate to this régime that are quite unlike traditional solids. In fact, it is one of the most difficult to describe problems in materials science. The reason for this is that the material properties change dramatically under certain specific loading conditions.

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      Figure 1.1. Picture of an assembly of photo-elastic discs. Experiment by [Konishi, 1978].

      The easiest way to see where the problems arise is by considering an experiment of dry dense sand on a slope. When the sand is initially deposited and densified the slope is horizontal. Now imagine an experiment in which the slope angle is gradually increased. There comes a point when the angle is so great that the sand can no longer support a stable configuration and a landslide ensues. The changes in the sand up until this point are almost imperceptible, yet, internally, changes must have taken place in order for the sand to go into a state that cannot support a stable equilibrium. The question is: what physics underlies the internal change of state and how can its mechanics be captured?

      This problem is, of course, the province of soil mechanics. Tribute must be paid to the tremendous body of useful work that has been produced by civil engineers, especially in the area of experimentation. One type of test in particular is very common in soil testing and that is the so-called triaxial-cell test. In this test a cylindrical sample of soil is subjected to a stress path in which — after initially building up a compressive pressure — the stress on the cylinder

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