Application of Riprap and Collar to Prevent Scouring around Rectangular Bridge Piers-Reference-Cited by-同舟云学术

Application of Riprap and Collar to Prevent Scouring around Rectangular Bridge Piers

Published:2010-03 Issue:3 Volume:136 Page:183-187
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Mashahir Mohammad B.¹²³,Zarrati Amir Reza¹²³,Mokallaf Ebrahim¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, No. 424, Hafez Ave., Tehran 15914, Iran.

2. Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, No. 424, Hafez Ave., Tehran 15914, Iran.

3. MSc Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, No. 424, Hafez Ave., Tehran 15914, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000145

Reference17 articles.

1. Alabi P. D. (2006). “Time development of local scour at a bridge pier fitted with a collar.” MS thesis Civil and Geological Engineering Dept. Univ. of Saskatchewan Canada.

2. Scour Protection at Bridge Piers

3. Mechanics of Riprap Failure at Bridge Piers

4. Failure Behavior of Riprap Layer at Bridge Piers under Live-Bed Conditions

5. Ettema R. (1980). “Scour at bridge piers.” Rep. No. 216 School of Engineering Univ. of Auckland Auckland New Zealand.

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