DISCUSSIONS AND CLOSURES
Jul 1, 1994

Closure to “Deformation of Fill Slopes Caused by Wetting” by Iraj Noorany, Joel A. Sweet, and Ian M. Smith (1992, Vol. 2, pp. 1244–1257)

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical Engineering
Volume 120, Issue 7
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Cox, D. W. (1978). “Volume change of compacted clay fill.” Proc. Conf. on Clay Fill, Institute of Civil Engineers, London, England, 79–87.
2.
Noorany, I. (1987). “Precision and accuracy of field density tests in compacted soils.” Res. Report, Dept. of Civ. Engrg., San Diego State Univ., San Diego, Calif.
3.
Noorany, I., and Stanley, J. V. (1994). “Settlement of compacted fills caused by wetting.” Proc. Settlement '94, ASCE, New York, N.Y.
4.
San Diego Soils Engineering, Inc. (1983). “Foundation investigation, Bernardo Heights, unit 8, Rancho Bernardo, San Diego, Calif.” Proj. No. SD1213‐00, San Diego Soils Engrg., Inc., San Diego, California
5.
Seed, H. B., Woodward, R. I., and Lundgren, R. (1962). “Prediction of swelling potential for compacted clays.” J. Soil Mech. and Found. Engrg. Div., ASCE, 88(3), 3169–3187.
6.
Sherard, J. L., Woodward, J. W., Gizienski, S. F., and Clevenger, W. A. (1963). Earth and earth‐rock dams, engineering problems of design and construction. John Wiley and Sons, Inc., New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 120Issue 7July 1994
Pages: 1273 - 1275

History

Published online: Jul 1, 1994
Published in print: Jul 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Iraj Noorany
Prof. of Civ. Engrg., San Diego State Univ., San Diego, CA 92182, and Visiting Prof., Univ. of California, San Diego
Joel A. Sweet
Consulting Engr., P.O. Box 1117, Del Mar, CA 92014
Ian M. Smith
Prof. of Geotech. Engrg., Univ. of Manchester, Manchester M13 9PL UK

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.

Cited by

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share