A micromechanical constitutive law resulting from energy dissipation by friction

Powders and Grains 2005 - Proceedings of the 5th International Conference on Micromechanics of Granular Media

Volumn 1, Issue , 2005, Pages 141-145

  Frossard, E ^a  

^a Coyne and Bellier Bureau d'Ingénieurs Conseils ^*  (France)

Author keywords

[No Author keywords available]

Indexed keywords

CONSTITUTIVE LAW; CONTACT FRICTION; ENERGY APPROACH; GEOMECHANICS; GRANULAR MEDIA; MECHANICAL BEHAVIOR; MICRO-MECHANICAL;

ENERGY DISSIPATION; FRICTION; MICROMECHANICS; POWDERS;

GRANULAR MATERIALS;

EID: 84857537180     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. Frossard, E. 1979. Effect of sand grain shape on interparticle friction. Géotechnique 29(3): 341-350
2. Frossard, E. 1983. A simple flow rule for granular media. Géotechnique 33(1): 21-29 - in french
3. Frossard, E. 1986. Dilatancy, energy dissipation, and failure criterion in granular media. Revue Française de Géotechnique (34): 17-31 - in french
4. Frossard, E. 2001. The energy approach in granular media mechanics. Poudres & Grains NS2: 1-56 - in french
5. Frossard, E. 2004. Strain localization and stress concentrations in granular media mechanics. Poudres & Grains NS3: 1-119 - in french
6. Prigogine, I. & Nicolis, G. 1977. Self-Organization in Non Equilibrium Systems. New York: Wiley Intersciences
7. Nemat-Nasser, S. & Okada, N. 2001. Radiographic and microscopic observation of shear bands in granular materials. Géotechnique 51(8): 753-765
8. Oda, M. & Kazama, H. 1998. Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils. Géotechnique 48(4): 465-481