Probing the mechanical response of granular material in general 3D stress space

Proceedings of the International Symposium on Geomechanics and Geotechnics of Particulate Media - Geomechanics and Geotechnics of Particulate Media

Volumn , Issue , 2006, Pages 199-203

  Zhang, L ^a   Thornton, C ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; FABRICS; STRAIN;

3D STRESSES; DEVIATORIC STRAINS; INITIAL STRESS STATES; ISOTROPIC STATES; ISOTROPIC STRESSES; ISOTROPIC SYSTEMS; MECHANICAL RESPONSES; NUMERICAL SIMULATIONS; PEAK STRENGTHS; PRE LOADINGS; RESPONSE ENVELOPES; SMALL STRAINS; STRESS RESPONSES;

STRESSES;

EID: 56149101091     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Lade, P.V. & Duncan, J.M. 1977. Elastoplastic stress-strain theory for cohesiveless soil. Proc. ASCE. J. Geotech Engng. 101: 1037-1053.
2. Muir-Wood, D. 2004. Experimental inspiration for kinematic hardening soil models. Proc. ASCE, J. Engng Mechanics 130: 656-664.
3. Thornton, C. 2000. Numerical simulations of deviatoric shear deformation of granular materials. Géotechnique 50: 43-53.
4. Thornton, C. & Antony, S.J. 1998. Quasi-static deformation of particulate media. Phil. Trans. Roy. Soc.Lond. A 356: 2763-2782.