Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015

Statistical Analysis and Research on Common Defects of Precast Slab Girder Bridge

Authors
Zicheng Wang, Hengshan Wu
Corresponding Author
Zicheng Wang
Available Online November 2015.
DOI
10.2991/iccet-15.2015.90How to use a DOI?
Keywords
small and medium span; precast hollow slab; common defects; maintenance and reinforcement
Abstract

In this paper, the small and medium span precast hollow slab girder bridge in Dongguan city is taken as an example in order to statistically classify common defects of precast slab girder bridge respectively from the aspects of the bridge decking, upper structure and lower structure. Moreover, possible causes and disposal measures are analyzed from the perspectives of operation and maintenance. Basic technical data are provided for the research on precast slab girder bridge in terms of regular inspection, maintenance and reinforcement, and formulating conservation measures etc.

Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
10.2991/iccet-15.2015.90
ISSN
2352-5401
DOI
10.2991/iccet-15.2015.90How to use a DOI?
Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Zicheng Wang
AU  - Hengshan Wu
PY  - 2015/11
DA  - 2015/11
TI  - Statistical Analysis and Research on Common Defects of Precast Slab Girder Bridge
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 481
EP  - 488
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.90
DO  - 10.2991/iccet-15.2015.90
ID  - Wang2015/11
ER  -