Chapter
Apr 26, 2012
Mending Method of Damaged Concrete Pavement with Mechanical Joint Element
Authors: Xiaoyan Zhao [email protected] and Civil Engineering Institute of Hebei University of Technology (Civil Engineering Technology Research Center of HeBei Province), Tianjin, 300401, Wenling Tian [email protected], Xinliang Jiang, Mingjie Zhou, Xiaowei Wang, and Xinwei XuAuthor Affiliations
Publication: International Conference on Transportation Engineering 2009
Abstract
A new method of using mechanical joint element (MJE) to cross the interface of young and old concrete to reinforce the combination of the repaired concrete road slab is put forward. The performance of the MJE in the splitting sample is investigated by contrasting the splitting test results and the finite element method calculation results of the whole young concrete specimen, the young and old concrete bonding specimen and the young and old concrete specimen with MJE. The stress distributed rule of young and old concrete interface is discussed. The Finite element model of young and old slab with MJE and the compare model under wheel load are established, results show: property of the mended pavement is improved efficiently because of MJE. The influence of different MJE ratio on the mended road slab is discussed and the reasonable ratio of MJE is proposed.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
International Conference on Transportation Engineering 2009
Pages: 1560 - 1565
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Concrete
- Concrete pavements
- Damage (material)
- Damage (structural)
- Engineering fundamentals
- Engineering materials (by type)
- Finite element method
- Forensic engineering
- Gravels
- Infrastructure
- Joints
- Materials characterization
- Materials engineering
- Methodology (by type)
- Numerical methods
- Pavement condition
- Pavements
- Reinforced concrete
- Slabs
- Structural engineering
- Structural members
- Structural systems
- Transportation engineering
Authors
Affiliations
School of Constructional Engineering, Tianjin University, Tianjin, 300072. E-mail: [email protected] and Civil Engineering Institute of Hebei University of Technology (Civil Engineering Technology Research Center of HeBei Province), Tianjin, 300401
Civil Engineering Institute of Hebei University of Technology (Civil Engineering Technology Research Center of HeBei Province), Tianjin, 300401. E-mail: [email protected]
Xinliang Jiang
School of Constructional Engineering, Tianjin University, Tianjin, 300072
Mingjie Zhou
Civil Engineering Institute of Hebei University of Technology (Civil Engineering Technology Research Center of HeBei Province), Tianjin, 300401
Xiaowei Wang
Civil Engineering Institute of Hebei University of Technology (Civil Engineering Technology Research Center of HeBei Province), Tianjin, 300401
Xinwei Xu
Civil Engineering Institute of Hebei University of Technology (Civil Engineering Technology Research Center of HeBei Province), Tianjin, 300401
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.