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)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Paul W. Mayne and Harry E. StewartAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 116, Issue 9
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
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.
4.
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.
5.
Pender, M. J. (1978). “A model for the behavior of overconsolidated soil.” Geotechnique, 28(1), 1–25.
6.
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.
Information & Authors
Information
Published In
Copyright
Copyright © 1990 ASCE.
History
Published online: Sep 1, 1990
Published in print: Sep 1990
Permissions
Request permissions for this article.
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
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.