DISCUSSIONS AND CLOSURES
Oct 1, 1990
Closure to “Constitutive Parameters Estimated by Plasticity Index” by Akio Nakase, Takeshi Kamei, and Osamu Kusakabe (July, 1988, Vol. 114, No. 7)
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VIEW THE ORIGINAL ARTICLEAuthors: Akio Nakase, Takeshi Kamei, and Osamu KusakabeAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 116, Issue 10
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References
1.
Mitachi, T., and Kitago, S. (1976). “Change in undrained shear strength characteristics of saturated remolded clay due to swelling.” Soils Found., 16(1), 45–58.
2.
Nakase, A., Kobayashi, M., and Katsuno, M. (1969). “Change in undrained shear strength of saturated clays through consolidation and rebound.” Report of the Port and Harbour Research Institute, 8(4), 103–141.
3.
Ohta, H., and Nishihara, A. (1985). “ Anisotropy of undrained shear strength of clays under axi‐symmetric loading conditions.” Soils Found., 25(2), 73–86.
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Copyright © 1990 ASCE.
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Published online: Oct 1, 1990
Published in print: Oct 1990
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Authors
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Akio Nakase
Prof., Dept. of Civ. Engrg., Tokyo Inst. of Tech., 2‐12‐1, Ookayama, Meguroku, Tokyo, 152, Japan
Takeshi Kamei
Res. Assoc., Dept. of Civ. Engrg, The Tech. Univ. of Nagaoka, 1603‐1, Komitomioka, Nagaoka, Niigata, 940‐21, Japan
Osamu Kusakabe
Assoc. Prof, Dept. of Civ. Engrg., Univ. of Utsunomiya, 2753, Ishii, Utsunomiya, Tochigi, 321, Japan
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