DISCUSSIONS AND CLOSURES
Aug 1, 1989

Discussion of “Compression and Extension of K0 Normally Consolidated Kaolin Clay” by J. H. Atkinson, D. Richardson, and P. J. Robinson (December, 1987, Vol. 113, No. 12)

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Publication: Journal of Geotechnical Engineering
Volume 115, Issue 8
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References

1.
Dafalias, Y. F. (1987). “An anisotropic critical state clay plasticity model.” Proc. of the 2nd Intl. Conf. on Constitutive Laws for Engineering Materials, Arizona, 1, 513–522.
2.
Graham, J., Noonan, M. L., and Lew, K. V. (1983). “Yield states and stress‐strain relationships in a natural plastic clay.” Can. Geotech. J., 20, 502–516.
3.
Tavenas, F., and Leroueil, S. (1977). “Effects of stresses and time on yielding of clays.” Proc. of the 9th Intl. Conf. on Soil Mech. and Found. Engrg., 1, 319–326.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 115Issue 8August 1989
Pages: 1173 - 1175

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Published online: Aug 1, 1989
Published in print: Aug 1989

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S. Thevanayagam, Student Member, ASCE
Staff Engr., The Earth Technology Corp., 100 W. Broadway, Long Beach, CA 90802
S. Prapaharan, Associate Member, ASCE
Staff Engr., Woodward‐Clyde Consultants, 201 Willowbrook Blvd., Wayne, NJ 07470

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