The statistical distributions of some fundamental variables (pore volume, local porosity, number of interparticles contacts) related to the geometry of the micro-configurations of particulate media composed of randomly disposed equal spherical granules are theoretically derived. The analysis is carried out through the methods of Statistical Mechanics, by maximizing the configurational entropy associated with the distribution of the local porosity or of the volume of pores. Theoretical results are compared with available experimental data. The role of fluctuations around the most probable distribution and their dependence on the total volume of the sample are highlighted
In recent times, the scientific community paid great attention to the influence of inherent uncertai...
The complex mechanical behaviour of granular materials is commonly studied by considering the evolvi...
The contact force distribution in stressed grain piles under simple compaction or gravity has been s...
The statistical distributions of some fundamental variables (pore volume, local porosity, number of ...
We introduce a deductive statistical mechanics approach for granular materials which is formally bui...
PACS 45.70.Cc – Static sandpiles; granular compaction PACS 81.05.Rm – Porous materials; granular mat...
The study of particulate systems is of great interest in many fields of science and technology. Soil...
A 2D computer simulation method of random packings is applied to sets of particles generated by a se...
Granular media consist of a large number of discrete particles interacting mostly through contact fo...
Particle-size distribution (PSD) is a fundamental soil physical property. The PSD is commonly report...
The science of granular matter has expanded from an activity for specialised engineering application...
Starting from the elementary fact that a soil is a discontinuous particulate medium, it is attempted...
Granular materials in geotechnical engineering is generally considered to be mixtures of clay, sand,...
Granular soil can be considered as a composition of two fractions of particles; an immobile part cal...
Given a granular system of slightly deformable particles, it is possible to obtain different static ...
In recent times, the scientific community paid great attention to the influence of inherent uncertai...
The complex mechanical behaviour of granular materials is commonly studied by considering the evolvi...
The contact force distribution in stressed grain piles under simple compaction or gravity has been s...
The statistical distributions of some fundamental variables (pore volume, local porosity, number of ...
We introduce a deductive statistical mechanics approach for granular materials which is formally bui...
PACS 45.70.Cc – Static sandpiles; granular compaction PACS 81.05.Rm – Porous materials; granular mat...
The study of particulate systems is of great interest in many fields of science and technology. Soil...
A 2D computer simulation method of random packings is applied to sets of particles generated by a se...
Granular media consist of a large number of discrete particles interacting mostly through contact fo...
Particle-size distribution (PSD) is a fundamental soil physical property. The PSD is commonly report...
The science of granular matter has expanded from an activity for specialised engineering application...
Starting from the elementary fact that a soil is a discontinuous particulate medium, it is attempted...
Granular materials in geotechnical engineering is generally considered to be mixtures of clay, sand,...
Granular soil can be considered as a composition of two fractions of particles; an immobile part cal...
Given a granular system of slightly deformable particles, it is possible to obtain different static ...
In recent times, the scientific community paid great attention to the influence of inherent uncertai...
The complex mechanical behaviour of granular materials is commonly studied by considering the evolvi...
The contact force distribution in stressed grain piles under simple compaction or gravity has been s...