Kinematic hardening of granular materials

Author:

Boer R.,Brauns W.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanical Engineering

Reference10 articles.

1. de Boer, R.: On plastic deformation of soils. Int. J. Plast. 4 (1988) 371?391

2. de Boer, R.: Constitutive equations for granular and brittle materials in the plastic range ? a kinematic hardening model. Universität Essen: Report Mech. 88/6 FB 10/Mechanik

3. Lade, P. V.; Duncan, I. M.: Elastoplastic stress-strain theory for cohesionless soil. Proc. ASCE: GT. J. Geotech. Engng. Div. 101 (1975) 1037?1053

4. Lade, P. V.; Duncan, I. M.: Stress-path dependent behaviour of cohesionless soil. Proc. ASCE: GT. J. Geotech. Engng. Div. 102 (1976) 51?68

5. Ko, H.-Y.; Scott, R. F.: Deformation of sand in shear. Proc. ASCE: SM. J. Soil Mech. Found. Div. 93 (1967) 283?310

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