Capture and Quantification of Deterioration Progression in Concrete Bridge Decks through Periodical NDE Surveys-Reference-Cited by-同舟云学术

Capture and Quantification of Deterioration Progression in Concrete Bridge Decks through Periodical NDE Surveys

Published:2017-03 Issue:1 Volume:23 Page:
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Gucunski Nenad¹,Pailes Brian²,Kim Jinyoung³,Azari Hoda⁴,Dinh Kien³

Affiliation:

1. Professor and Chair, Rutgers, State Univ. of New Jersey, 96 Frelinghuysen Rd., Piscataway, NJ 08854 (corresponding author).

2. Project Manager, Vector Corrosion Services, Inc., 1936 Bruce Downs Blvd. #315, Wesley Chapel, FL 33544.

3. Research Associate, Rutgers Univ., 100 Brett Rd., Piscataway, NJ 08854.

4. Program Manager, Federal Highway Administration, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IS.1943-555X.0000321

Reference29 articles.

1. ASTM. (2008). “Standard test method for evaluating asphalt-covered concrete bridge decks using ground penetrating radar.” ASTM D6087-08 West Conshohocken PA.

2. ASTM. (2009). “Standard test method for half cell potentials of reinforcing steel in concrete.” ASTM C876-09 West Conshohocken PA.

3. Ground-Penetrating Radar for Network-Level Concrete Deck Repair Management

4. Böhni H. and Elsener B. (1991). “Früherkennung von Bauwerkskonstruktionen: Potentialfeldmessung und galvanostatische Impulstechnik Zerstörungsfreie Prüfung im Bauwesen.” Proc. Int. ZfPBau-Symp.–Berlin DGZfP Berlin 101–122.

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