Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex Pier-Reference-Cited by-同舟云学术

Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex Pier

Published:2013-05 Issue:5 Volume:139 Page:482-491
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Ferraro Domenico¹,Tafarojnoruz Ali²,Gaudio Roberto³,Cardoso António H.⁴

Affiliation:

1. Former Graduate Student, di Ingegneria Civile, Univ. della Calabria, Cubo 42B, 87036 Rende (CS), Italy.

2. Contract Researcher, Dipartimento di Ingegneria Civile, Univ. della Calabria, Cubo 42B, 87036 Rende (CS), Italy (corresponding author).

3. Associate Professor, Dipartimento di Ingegneria Civile, Univ. della Calabria, Cubo 42B, 87036 Rende (CS), Italy.

4. Professor, CEHIDRO and DECivil, Instituto Superior Técnico, Univ. Técnica de Lisboa, 1049-001 Lisbon, Portugal.

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.1943-7900.0000704

Reference19 articles.

1. A local scour prediction method for pile caps in complex piers;Amini S. A.;Water Manage.,2011

2. Experimental Investigation of Clear-Water Local Scour of Compound Piers

3. Local scour around bridge piers

4. Clearwater Local Scour at Complex Piers

5. Gaudio R. Grimaldi C. Tafarojnoruz A. and Calomino F. (2010). “Comparison of formulae for the prediction of scour depth at piers.” Proc. 1st IAHR European Division Congress Heriot-Watt Univ. Edinburgh.

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