A second gradient elastoplastic cohesive-frictional model for geomaterials

Comptes Rendus de l'Academie de Sciences - Serie IIb: Mecanique

Volumn 329, Issue 10, 2001, Pages 735-739

  Tamagnini, Claudio ^a   Chambon, René ^b   Caillerie, Denis ^b  

^a UNIVERSITY OF PERUGIA   (Italy)

^b LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

Author keywords

Continuum mechanics; Finite deformation; Geomaterials; Non associative; Plasticity; Second gradient

Indexed keywords

CLAY; DEFORMATION; ELASTOPLASTICITY; FRICTION; SHEAR STRENGTH;

ARTICLE; CALCULATION; MATERIALS; MATHEMATICAL ANALYSIS; MECHANICS; PHYSICS; THEORY;

EID: 0035149642     PISSN: 16207742     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1620-7742(01)01393-9     Document Type: Article

References (9)

1. A finite deformation second gradient theory of plasticity for geomaterials
2. Shear strength characteristics of the jointed clay of s. barbara
3. A laboratory study of the strength of four stiff clays
4. Finite element analysis of progressive failure of carsington embankment
5. Delayed collapse of cut slopes in stiff clay
6. Cam-clay plasticity, part III. Extension of the infinitesimal model to include finite strains
7. The role of strain gradients in the grain size effects for polycystals
8. Micro-structure in linear elasticity
9. Plastic continuum with microstructure, local second gradient theories for geomaterials, localization studies