Chapter
Feb 6, 2024

Study on Structural Parameters of Dowel-Bottom Slot-Type Joint for Precast Concrete Pavement Based on Mechanical Response Analysis

Publication: International Conference on Road and Airfield Pavement Technology 2023

ABSTRACT

The dowel-bottom slot-type joint is widely used in precast concrete pavement, but its structure parameters are usually empirical. In view of that, this paper studies the structural parameters of the dowel-bottom slot-type joint based on mechanical response analysis. Firstly, the structural characteristics and basic parameters of the dowel-bottom slot-type joint are set forth. Then, the load transfer coefficient characterized by deflection and the deflection difference is selected to characterize the performance of the joint, and the finite element analysis is conducted to study the influence of the parameters of both the dowel bar and the bottom slot on the performance of the dowel-bottom slot-type joint. Besides, the variation of the stress at the dowel bar–slab interface is analyzed as well. Finally, considering the load transfer ability, the deformation coordination performance, and the stress condition, the structural parameters of the dowel-bottom slot-type joint are proposed. The research can promote the application of the dowel-bottom slot-type joint in the precast concrete pavement.

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REFERENCES

Tayabji S., Ye D., and Buch N. (2013). “Precast concrete pavement technology.” Shrp Report.
Tayabji S., Buch N., and Kohler E. (2009). Precast concrete pavements: Current technology and future directions. 9th International Conference on Concrete Pavements, 17-36.
Odden T. R., Snyder M. B., and Schultz A. E. (2003). “Performance testing of experimental dowel bar retrofit designs. Part 1 - Initial testing.” center for transportation studies.
Bian Y., Harvey J. T., and Ali A. (2008). “Construction and test results on dowel bar retrofit HVS test sections 556FD, 557FD, 558FD, and 559FD: State Route 14, Los Angeles County at Palmdale.” Institute of Transportation Studies, Working Paper Series (1344084).
Vaitkus A., Gražulytė J., Kleizienė R., et al. (2019). “Concrete Modular Pavements–Types, Issues and Challenges.” The Baltic Journal of Road and Bridge Engineering, 14(1), 80-103.
Tayabji S., Buch N., and Ye, D. (2011). “Performance of Precast Concrete Pavements.” Congress of Transportation & Development Institute (pp.894-907).
Syed A., and Sonparote R. S. (2020). “A Review of Precast Concrete Pavement Technology.” The Baltic Journal of Road and Bridge Engineering, 15(4), 22-53.
Wu Shitao. (2017). “Prefabricated cement concrete pavement structure and structure.” Shanghai: Tongji University.
Buch N. (2007). “Precast Concrete Panel Systems for Full-Depth Pavement Repairs. Field Trials.” Washington, D.C.
Ferm C. A., Wyman R. J., Krauss P. D., and Rogalla E. A. (2000). “Method for restoring load transfer capability.” US, US6052964 A.
Wang Jianning, Sun Jishu, Wei Ming, et al. (2017). “Charge transfer capacity of steel fiber concrete pavement joint.” Highway, 62(03), 13-18.
Priddy L. P., Doyle J. D., Flintsch G. W., et al. (2015). “Three-dimensional modelling of precast cement pavement repair joints.” Magazine of Concrete Research, 67(10), 513-522.

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Go to International Conference on Road and Airfield Pavement Technology 2023
International Conference on Road and Airfield Pavement Technology 2023
Pages: 56 - 70

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Published online: Feb 6, 2024

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Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai, PR China. Email: [email protected]
Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai, PR China. Email: [email protected]
Lukuan Ma, Ph.D. [email protected]
Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai, PR China. Email: [email protected]

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