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Apr 1, 2002
Discussion of “Finite Strain, Anisotropic Modified Cam Clay Model with Plastic Spin. I: Theory” by George Z. Voyiadjis and Chung R. Song
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VIEW THE REPLYAuthors: Minna Karstunen and Simon J. WheelerAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 128, Issue 4
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References
Dafalias, Y. F. (1987). “An anisotropic critical state clay plasticity model.” Constitutive Laws for Engineering Materials: Theory and Application, C. S. Desai et al., eds., Elsevier, New York, 1, 513–521.
Näätänen A., Wheeler, S. J., Karstunen, M., and Lojander, M. (1999). Experimental investigation of an anisotropic hardening model. Proc., 2nd Int. Symposium on Pre-Failure Deformation Characteristics of Geomaterials, Torino, Italy, September 27–29. Balkema, Rotterdam, 1, 541–548.
Pestana, J. M., and Whittle, A. J.(1999). “Formulation of a unified constitutive model for clays and sands.” Int. J. Numer. Anal. Methods Geomech., 23, 1215–1243.
Voyiadjis, G. Z., and Song, C. R.(2000). “Finite strain, anisotropic modified cam clay model with plastic spin. II: Application to piezocone test.” J. Eng. Mech, 126(10), 1020–1026.
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Published In
Journal of Engineering Mechanics
Volume 128 • Issue 4 • April 2002
Pages: 497 - 498
History
Published online: Apr 1, 2002
Published in print: Apr 2002
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Minna Karstunen
Lecturer in Geotechnical Engineering, Dept. of Civil Engineering, Univ. of Glasgow, Rankine Building, Glasgow G12 8LT, U.K.
Simon J. Wheeler
Cormack Professor of Civil Engineering, Dept. of Civil Engineering, Univ. of Glasgow, Rankine Building, Glasgow G12 8LT, U.K.
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