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Fluctuations, correlations and transitions in granular materials: statistical mechanics for a non-conventional system

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Figure

Figure 1. (a(i) isotropically compressed and (ii) subject to pure shear. () Schematic of biaxial tester
Figure 2. Comparison between (acorresponding images, that are computed based on fits to forces at the particle contacts.(,c) two experimental photoelastic images and (b,d ) thea,b) Correspond to a case of pure shear and (c,d ) correspond to isotropic compression.
Figure 3. Distributions for contact forces and the mobilization of friction, defined as the ratioSthe inter-particle coefficient of static friction
Figure 4. Contact data corresponding to figure 3. (a,b) The angular distribution of contacts forparticles carrying forces above the mean, for respectively pure shear and isotropic compression.(c,d ) The mean normal force as a function of angle, for pure she
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