Rotational Kinematic Hardening Model for Sand. Part II Characteristic Work Hardening Law and Predictions

Computers and Geotechnics

Volumn 21, Issue 3, 1997, Pages 217-234

  Inel, Sinan ^a   Lade, Poul V ^b  

^a URS CORPORATION   (United States)

^b Johns Hopkins University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER APPLICATIONS; HARDENING; KINEMATICS; MATHEMATICAL MODELS; ROTATION; STRAIN; STRESSES;

CHARACTERISTIC WORK HARDENING LAW; PREDICTIONS;

SAND;

KINEMATIC HARDENING; SAND; STRESS; WORK HARDENING; WORK HARDENING LAW;

EID: 0031415759     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0266-352x(97)00023-2     Document Type: Article

References (10)

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3. Lade, P. V. and Kim, M. K., Single hardening constitutive model for frictional materials II. yield criterion and plastic work contours. Computers and Geotechnics, 1988, 6(1), 13-30.
4. Lade, P. V. and Kim, M. K., Single hardening constitutive model for frictional materials, III. comparisons with experimental data. Computers and Geotechnics, 1988, 6(1), 31-48.
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8. Boonyachut, S., Experimental study of the behavior of cohesionless soil during large stress reversals. Ph.D. dissertation, University of California, Los Angeles, 1977.
9. Lade, P. V. and Boonyachut, S., Large stress reversals in triaxial tests on sand. Proceedings of the 4th International Conference on Numerical Methods in Geomechanics. Edmonton, 1982, pp. 171-181.
10. Inel, S., Kinematic hardening model for sand behavior during large stress reversals. Ph.D. dissertation, University of California, Los Angeles, 1992.