DISCUSSIONS AND CLOSURES
May 1, 1997
Discussions: One-Dimensional Compression of Sands at High Pressures
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 5
1090-0241(1997)123:5(491)/asset/db3e3139-e37a-4b14-94fa-0ff20276da9a/assets/(asce)1090-0241(1997)123:5(491).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Allison, I. S., Black, R. F., Dennison, J. M., Fahnestock, R. K., and White, S. M. (1974). Geology: the science of a changing earth, 6th Ed., McGraw-Hill Book Co., Inc., New York, N.Y.
2.
Hendron, A. J. (1963). “The behavior of sand in one-dimensional compression,” PhD thesis, Univ. of Illinois–Urbana, Ill.
3.
Sawicki, A. (1994). “Elasto-plastic interpretation of oedometric test.” Archives of Hydro-Engrg. and Envir. Mech., 41(1-2), 111–131.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123 • Issue 5 • May 1997
Pages: 491 - 492
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: May 1, 1997
Published in print: May 1997
Permissions
Request permissions for this article.
Authors
Affiliations
Robert W. Day, Fellow, ASCE
Chf. Engr., American Geotechnical, 5764 Pacific Ctr. Blvd., Ste. 112, San Diego, CA 92121.
Andrzej Sawicki
Prof., Inst. of Hydro-Engrg., IBW PAN, ul. Koscierska 7, 80-953 Gdansk-Oliwa, Poland.
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.