Study on Structural Parameters of Dowel-Bottom Slot-Type Joint for Precast Concrete Pavement Based on Mechanical Response Analysis
Author:
Affiliation:
1. Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai, PR China.
2. Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai, PR China.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485255.006
Reference11 articles.
1. Precast concrete pavements: Current technology and future directions;Tayabji S.;9th International Conference on Concrete Pavements,2009
2. 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.
3. Construction and test results on dowel bar retrofit HVS test sections 556FD, 557FD, 558FD, and 559FD: State Route 14, Los Angeles County at Palmdale;Bian Y.;Institute of Transportation Studies, Working Paper Series,2008
4. Concrete Modular Pavements – Types, Issues And Challenges
5. Tayabji S. Buch N. and Ye D. (2011). “Performance of Precast Concrete Pavements.” Congress of Transportation & Development Institute (pp.894-907).
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