Clear-water scour at long skewed bridge piers-Reference-Cited by-同舟云学术

Clear-water scour at long skewed bridge piers

Published:2016-12-08 Issue:1 Volume:40 Page:10-18
ISSN:0253-3839
Container-title:Journal of the Chinese Institute of Engineers
language:en
Short-container-title:Journal of the Chinese Institute of Engineers

Author:

Ahmad Nordila¹,Melville Bruce²,Mohammad Thamer³,Ali Faisal¹,Yusuf Badronnisa³

Affiliation:

1. Faculty of Engineering, National Defence University, Sungai Besi Camp, Kuala Lumpur, Malaysia

2. Civil and Environmental Engineering Department, University of Auckland, Auckland, New Zealand

3. Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysia

Funder

Universiti Putra Malaysia

Publisher

Informa UK Limited

Subject

General Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/02533839.2016.1259021

Reference13 articles.

1. Arneson, L. A., L. W. Zevenbergen, P. F. Lagasseand, P. E. Clopper. 2012. Evaluating Scour at Bridges. Hydraulic Engineering Circular No. 18 (HEC-18). Report No. FHWA-HIF-12-003. Washington, DC: Federal Highway Administration.

2. Scale Effect in Pier-Scour Experiments

3. Laursen, E. M., and A. Toch. 1956. Scour Around Bridge Piers and Abutments. Bulletin No. 4. Ames, IA: Iowa Highway Research Board.

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