DISCUSSIONS AND CLOSURES
Nov 1, 1986
Discussion of “Coefficients of Soil Reaction for Buried Flexible Conduits” by Benjamin Okeagu and George Abdel‐Sayed (July, 1984)
This article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical Engineering
Volume 112, Issue 11
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1986)112:11(1062)/asset/887690fc-ae61-4ac0-ae5b-382672faa302/assets/(asce)0733-9410(1986)112:11(1062).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Duncan, J. M., “Behavior and Design of Long‐Span Metal Culverts,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT3, Mar., 1979, pp. 399–418.
2.
Katona, M. G., et al., “CANDE—A Modern Approach for Structural Design and Analysis of Buried Culverts,” Report No. FHWA‐RD‐77‐5, Naval Civil Engineering Laboratory, Oct., 1976.
3.
Leonards, G. A., et al., “Predicting Performances of Buried Metal Concuits,” Transportation Research Board, Washington, D.C., Jan., 1985.
4.
McVay, M. C., and Selig, E. T., “Performance and Analysis of A Long‐Span Culvert,” Transportation Research Record, No. 878, 1982, pp. 23–29.
Information & Authors
Information
Published In
Copyright
Copyright © 1986 ASCE.
History
Published online: Nov 1, 1986
Published in print: Nov 1986
Permissions
Request permissions for this article.
Authors
Affiliations
Tzong H. Wu, A. M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, CO 80202
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.