Corrosion Response of a Decommissioned Deteriorated Bridge Deck-Reference-Cited by-同舟云学术

Corrosion Response of a Decommissioned Deteriorated Bridge Deck

Published:2004-11 Issue:4 Volume:18 Page:185-194
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Amleh Lamya¹,Mirza M. Saeed²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, Ontario, Canada, M5B 2K3. E-mail: lamleh@ryerson.ca

2. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke St. West, Montreal, Quebec, Canada H3A 2K6. E-mail: saeed.mirza@mcgill.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282004%2918%3A4%28185%29

Reference19 articles.

1. Amleh L. and Mirza M.S. ( 2000). “Corrosion deterioration of Dickson Bridge.” Departmental Rep. McGill Univ. Montreal.

2. ASTM. (1990a). “Standard practice for preparing cleaning and evaluating corrosion test specimens ” G1-90 Annual Book of ASTM Standards Vol. 01.05 Philadelphia.

3. ASTM. (1990b). “Standard test method for specific gravity absorption and voids in hardened concrete.” C 642 Vol. 4.02 Philadelphia.

4. ASTM. (1991). “Standard test method for half-cell potentials of uncoated reinforcing steel in concrete.” C 876 Philadelphia.

5. Ballim Y. ( 1993). “Towards early age index for the durability of concrete.” CONCRETE 2000–Economic and durable construction through excellence Vol. 2 Infrastructure Research New Applications E & FN Spon London 1003–1012.

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