DISCUSSIONS AND CLOSURES
Sep 1, 1990
Closure to “Pore Pressure Behavior of ‐Consolidated Clays” by Paul W. Mayne and Harry E. Stewart (November, 1988, Vol. 114, No. 11)
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VIEW THE ORIGINAL ARTICLEAuthors: Paul W. Mayne and Harry E. StewartAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 116, Issue 9
0733-9410(1990)116:9(1440.2)/asset/5374c7c8-9513-4cf5-8ab5-809fe540f9d9/assets/(asce)0733-9410(1990)116:9(1440.2).fp.png)
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References
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Dafalias, Y. F., and Herrmann, L. R. (1982). “Bounding surface formulation of soil plasticity.” Soil mechanics—transient and cyclic loads. John Wiley and Sons, Chichester, England, 353–282.
2.
Mayne, P. W. (1980). “Cam‐clay predictions of undrained strength.” J. Geotech. Engrg. Div., ASCE, Vol. 106, No. GT11, 1219–1242.
3.
Mroz, Z., Norris, V. A., and Zienkiewicz, O. C. (1979). “Application of an anisotropic hardening model in the analysis of elasto‐plastic deformation of soils.” Geotechnique, 29, No. 1, 1–34.
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Ohta, H., Nishihara, A., and Morita, Y. (1985). “Undrained stability of ko‐consolidated clays.” Proc. 11th Int. Conf. on Soil Mech. and Foundation Engrg., 2, Int. Soc. of Soil Mech. and Foundation Engrg., 613–616.
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Pender, M. J. (1978). “A model for the behavior of overconsolidated soil.” Geotechnique, 28(1), 1–25.
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Prevost, J. H., and Hoeg, K. (1977). “Plasticity model for undrained stress strain behavior.” Proc. 9th Int. Conf. on Soil Mech. and Foundation Engrg., 1, Int. Soc. of Soil Mech. and Foundation Engrg., 255–261.
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Published In
Journal of Geotechnical Engineering
Volume 116 • Issue 9 • September 1990
Pages: 1440 - 1441
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Copyright © 1990 ASCE.
History
Published online: Sep 1, 1990
Published in print: Sep 1990
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Authors
Affiliations
Paul W. Mayne
Grad. Res. Asst., School of Civ. and Envir. Engrg., Hollister Hall, Cornell Univ., Ithaca, NY 14853‐3501
Harry E. Stewart
Assoc. Prof., School of Civ. and Envir. Engrg., Hollister Hall, Cornell Univ., Ithaca, NY
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