Failure in granular media: A discrete analysis

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

Volumn 1, Issue , 2005, Pages 123-127

  Sibille, L ^a   Donze F V ^a   Darve, F ^a   Nicot, F ^b  

^a LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

^b Cemagref   (France)

Author keywords

[No Author keywords available]

Indexed keywords

3D NUMERICAL MODEL; AXISYMMETRIC; DISCRETE ANALYSIS; ELASTIC STRAIN; GRANULAR MEDIA; INITIAL STRESS STATE; LOADING DIRECTION; NUMERICAL EXPERIMENTS; SECOND ORDERS; SPHERICAL ELEMENTS; STRESS INCREMENTS; STRESS STATE; TRIAXIAL TEST;

ELASTICITY; GRANULAR MATERIALS; MICROMECHANICS; POLYPROPYLENES; POWDERS; PROBES; STRUCTURAL DESIGN;

STRESS ANALYSIS;

EID: 33847702975     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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4. Darve, F., Servant, G., Laouafa, F. & Khoa, H.D.V. 2004. Failure in geomaterials: continuous and discrete analyses. Comput. Methods Appl. Mech. Engrg. 193: 3057-3085.
5. Donzé, F.V. & Magnier S.A. 1997. Spherical Discrete Element Code. In Discrete Element Project Report 2. Laboratory GEOTOP, Université du Québec à Montréal.
6. Gudehus, G. 1979. A comparison of some constitutive laws for soils under radially symmetric loading and unloading. In Wittke (ed.), Proc. 3rd Numer. Meth. in Geomech., Aachen, 2-6 April 4: 1309-1323. Balkema.
7. Imposimato, S. & Nova, R. 1998. An investigation on the uniqueness of the incremental response of elastoplastic models for virgin sand. Mechanics of Cohesive-Frictional Materials 3: 65-87.
8. Lancelot, L., Shahrour, I. & Mahmoud, M.A. 2004. Instability and static liquefaction on proportional strain paths for sand at low stresses. J. of Engng. Mech. 130(11): 1365-1372.