Closure to “Bridge Pier Scour in Clay-Sand Mixed Sediments at Near-Threshold Velocity for Sand” by Koustuv Debnath and Susanta Chaudhuri
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Koustuv Debnath [email protected] and Susanta Chaudhuri [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 137, Issue 10
Get full access to this article
View all available purchase options and get full access to this article.
References
Briaud, J.-L., Ting, F. C. K., Chen, H. C., Gudavalli, R., Perugu, S., and Wei, G. (1999). “SRICOS: Prediction of scour rate in cohesive soils at bridge piers.” J. Geotech. Geoenviron. Eng., 125(4), 237–246.
Debnath, K., and Chaudhuri, S. (2010). “Laboratory experiments on local scour around cylinder for clay and clay-sand mixed beds.” Eng. Geol., 111(1–4), 51–61.
Molinas, A., and Hosny, M. M. (1999). “Experimental study on scour around circular piers in cohesive soil.” FHWA-RD-99-186, Federal Highway Administration, U.S. Dept. of Transportation, McLean, VA.
Ting, F. C. K., Briaud, J.-L, Chen, H. C., Gudavalli, R., Perugu, S., and Wei, G. (2001). “Flume tests for scour in clay at circular piers.” J. Hydraul. Eng., 127(11), 969–978.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Apr 4, 2011
Accepted: May 24, 2011
Published online: Sep 15, 2011
Published in print: Oct 1, 2011
Permissions
Request permissions for this article.
Authors
Affiliations
Associate Professor, Dept. of Aerospace Engineering and Applied Mechanics, Bengal Engineering and Science Univ., Shibpur, Howrah 711103, West Bengal, India (corresponding author). E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, College of Engineering Roorkee, Roorkee 247667, India; formerly, Ph.D. Student, Bengal Engineering and Science Univ., Shibpur, Howrah 711103, West Bengal, India; and Project Research Fellow, Dept. of Science and Technology, India. E-mail: [email protected]
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.