Quantitative Microstructural Investigation of Deteriorated Reinforced Concrete Bridge Deck-Reference-Cited by-同舟云学术

Quantitative Microstructural Investigation of Deteriorated Reinforced Concrete Bridge Deck

Published:2005-04 Issue:2 Volume:17 Page:159-167
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Elzafraney Mohamed¹²,Soroushian Parviz¹²

Affiliation:

1. Assistant Professor, Structural Engineering Dept., Tanta Univ., Tanat, Egypt; formerly, PhD Candidate, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824.

2. Fellow of ACI, Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A2%28159%29

Reference18 articles.

1. Aimin X. and Ahmad S. (1994). “Investigation of concrete from bridge structures made with blended cements.” Proc. Conf. of the Australian Road Research Board ARRB Australia Vol. 17 156–180.

2. Solutions to concrete bridge deck cracking;Babaei K.;Concr. Int.,1997

3. Measurement of concrete expansive strains due to alkali-silica reaction in Australian concrete structures

4. Chamberlin W. P. (1985). “Long-term evaluation of unprotected concrete bridge decks.” Research Rep. Prepared for New York State Department of Transportation Engineering Research and Development Bureau N.Y. 1–10.

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