Transverse Cracking of Concrete Bridge Decks: State-of-the-Art-Reference-Cited by-同舟云学术

Transverse Cracking of Concrete Bridge Decks: State-of-the-Art

Published:2005-09 Issue:5 Volume:10 Page:503-510
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hadidi Rambod¹²,Saadeghvaziri M. Ala¹²

Affiliation:

1. Research Assistant, Civil and Environmental Engineering Dept., Rutgers, The State Univ. of New Jersey, Piscataway, NJ 08854. E-mail: rambod.h@rei.rutgers.edu

2. Professor, Dept. of Civil and Environmental Engineering, New Jersey Institute of Technology, Newark, NJ 07102 (Corresponding author). E-mail: ala@njit.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282005%2910%3A5%28503%29

Reference38 articles.

1. American Association of State Highway and Transportation Oficials (AASHTO). (1998). “AASHTO LRFD bridge design specification.” Washington D.C.

2. American Concrete Institute (ACI). (1999). “Hot weather concreting.” ACI 305R Committee 305 Detroit.

3. Babaei K. and Hawkins N. M. (1987). “Evaluation of bridge deck protective strategies.” NCHRP Rep. No. 297 Transportation Research Board National Research Council Washington D.C.

4. Babaei K. and Purvis R. (1994a). “Prevention of cracks in concrete bridge decks: Report on laboratory investigation of concrete shrinkage.” Research Project No. 89-01 Pennsylvania Department of Transportation Harrisburg Pa.

5. Babaei K. and Purvis R. (1994b). “Prevention of cracks in concrete bridge decks: Report on survey of existing bridge decks.” Research Project No. 89-01 Pennsylvania Department of Transportation Harrisburg Pa.

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