DISCUSSIONS AND CLOSURES
Jun 13, 2003

Discussion of “Flume Tests for Scour in Clay at Circular Piers” by Francis C. K. Ting, Jean-Louis Briaud, H. C. Chen, Rao Gudavalli, Suresh Perugu, and Gengsheng Wei

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 129, 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

Ansari, S. A. (1999). “Influence of cohesion on local scour.” PhD thesis, Indian Inst. of Roorkee, Roorkee, Uttranchal, India.
Ansari, S. A., Kothyari, U. C., and Ranga Raju, K. G.(2001). “Influence of clay content, dry density and soil moisture on bridge pier scour-I.” Int. Seminar on Sustainable Development in Road Transport, 1, New Delhi, 1193–1201.
Ansari, S. A., Kothyari, U. C., and Ranga Raju, K. G.(2002). “Influence of cohesion on scour around bridge piers.” J. Hydraul. Res., 40(6), 717–729.
Grissinger, E. H.(1966). “Resistance of selected clay systems to erosion by water.” J. Water Resour. Res., 1(1), 131–139.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 129Issue 7July 2003
Pages: 554 - 556

History

Published online: Jun 13, 2003
Published in print: Jul 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Sarfaraz A. Ansari
Reader, Dept. of Civil Engineering, Z.H. College of Engineering and Technology, Aligarh Muslim Univ., Aligarh, U.P. pin-202002, India.

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