Reliable Bridge Scour Simulation Using Eulerian Two-Phase Flow Theory-Reference-Cited by-同舟云学术

Reliable Bridge Scour Simulation Using Eulerian Two-Phase Flow Theory

Published:2016-09 Issue:5 Volume:30 Page:04016009
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Xiong Wen¹,Tang Pingbo²,Kong Bo³,Cai C. S.⁴

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China (corresponding author).

2. Assistant Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281.

3. Researcher, Technip USA, Inc., Houston, TX 77079; formerly, Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

4. Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CP.1943-5487.0000570

Reference37 articles.

1. Abed L. and Gasser M. M. (1993). “Model study of local scour downstream bridge piers.” Proc. National Conf. on Hydraulic Engineering ASCE New York 1738–1743.

2. ANSYS Fluent [Computer software]. ANSYS Inc. Canonsburg PA.

3. Experimental Investigation of Clear-Water Local Scour at Pile Groups

4. Evaluation of Abutment Scour Prediction Equations with Field Data

5. Fundamentals of Multiphase Flow

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