Transverse cracking of concrete bridge decks: State-of-the-art
Document Type
Article
Publication Date
9-1-2005
Abstract
This state-of-the-art paper presents the results of a comprehensive literature review of the cause of transverse deck cracking. It includes compilation of experimental and analytical research results as well as survey studies on the effects of different factors on concrete deck cracking. Consistent with the past work on the subject, causes of transverse deck cracking are classified under three categories, namely: (1) material and mix design, (2) construction practices and ambient condition factors, and (3) structural design factors. The literature review revealed that the first two items have been studied extensively over the past several decades, while literature is limited on the effect of structural design factors on deck cracking. This paper evaluates the existing work in depth and presents recommendations on mix design and construction procedures to reduce the potential for transverse deck cracking. Furthermore, areas for additional research are identified. © ASCE.
Identifier
24944579206 (Scopus)
Publication Title
Journal of Bridge Engineering
External Full Text Location
https://doi.org/10.1061/(ASCE)1084-0702(2005)10:5(503)
ISSN
10840702
First Page
503
Last Page
510
Issue
5
Volume
10
Recommended Citation
Hadidi, Rambod and Saadeghvaziri, M. Ala, "Transverse cracking of concrete bridge decks: State-of-the-art" (2005). Faculty Publications. 19586.
https://digitalcommons.njit.edu/fac_pubs/19586
