Nondestructive Assessment of a Jetty Bridge Structure Using Impact-Echo and Shear-Wave Techniques

Author:

Dawood N.1,Marzouk H.2,Hussein A.3,Gillis N.4

Affiliation:

1. Lecturer, Faculty of Engineering, Minoufiya Univ., Shebin El-Kom, Egypt; and Post Doctorate Fellow, Faculty of Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3 (corresponding author).

2. Chair and Professor, Dept. of Civil Engineering, Faculty of Engineering, Architecture and Science Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3.

3. Associate Professor and Chair, Civil Engineering, Faculty of Engineering & Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5.

4. Projects Manager, SNC-Lavalin Inc./Bae-Newplan Group, 1133 Topsail Rd., Mount Pearl, NL, Canada A1N 5G2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. ASTM. (2004). “Standard test method for measuring the P-wave speed and the thickness of concrete plates using the impact-echo method.” ASTM C1383 West Conshohocken PA.

2. Comparative Performance Tests and Validation of NDT Methods for Concrete Testing

3. Elbern A. W. and Guimarăes L. (2000). “Synthetic aperture focusing technique for image restoration.” 〈http://www.ndt.net/article/v05n08/elbern/elbern.htm〉 (July 10 2011).

4. Evaluation of the compressive strength of concrete by different nondestructive methods;Evangelista A. C. J.;Special Pub. ACI J.,2005

5. Detection and Assessment of Structural Flaws in Concrete Bridges with NDT Methods

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