Experimental study on properties of epoxy binder and epoxy bonding chips layer for steel bridge deck pavement
Source abstract
Abstract
The waterproof-adhesive layer (WAL) plays a critical waterproof role for steel bridge deck since the steel is prone to corrosion. It also plays a critical adhesive role, which ensures the coordinated deformation of steel bridge deck and pavement on it. The adhesion between epoxy binder and steel, and the workability, tensile shear strength, deformability, durability of epoxy binder were tested in laboratory. The adhesion between binders for WALs and steel was explained based on the surface free energy theory. Further, three different WALs were studied on their adhesion to steel with direct shear strength tests. It is found that the epoxy binder exhibited good shear strength, deformability, durability. Furthermore, the interface adhesion work between epoxy binder and steel was found largest among binders and the shear strength between the epoxy bonding chips layer (EBCL) and steel found largest. It concludes that the EBCL is an appropriate WAL for steel bridges.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Corrosion and Durability · Corrosion Behavior and Inhibition · Asphalt Pavement Performance Evaluation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Traffic and Transportation, Northeast Forestry University, Harbin, People’s Republic of China
School of Transportation and Logistics, Dalian University of Technology, Dalian, People’s Republic of China
School of Civil Engineering, Dalian University of Technology, Dalian, People’s Republic of China
National Engineering Laboratory for Surface Transportation Weather Impacts Prevention, Broadvision Engineering Consultants, Kunming, People’s Republic of China
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, People’s Republic of China
Funding
Heilongjiang Provincial Postdoctoral Science Foundation · National Natural Science Foundation of China · Fundamental Research Funds for the Central Universities
References (44)
Show source-provided references
1. 10.1061/(ASCE)0899-1561(2007)19:8(634)10.1061/(ASCE)0899-1561(2007)19:8(634) ↗
2. 10.3141/2370-1810.3141/2370-18 ↗
3. 10.1016/j.conbuildmat.2021.12383810.1016/j.conbuildmat.2021.123838 ↗
4. Chen, X., Huang, W., Yang, J., Wang, X. & Cheng, G. (2008). Cracking of wearing courses on steel orthotropic bridge decks. 6th RILEM International Conference on Cracking in Pavements, Chicago USA, June 16-18.10.1201/9780203882191.ch89 ↗
5. 10.1520/JTE2012013310.1520/JTE20120133 ↗
6. Chen Y. · Journal of Southeast University (Natural Science Edition) · 2014 · 44 · 183
7. 10.3141/1810-0610.3141/1810-06 ↗
8. European Asphalt Pavement Association. (2013). Asphalt pavements on bridge decks. 1040 Brussels, Belgium.
9. 10.1021/ba-1964-0043.ch00610.1021/ba-1964-0043.ch006 ↗
10. 10.1016/j.jclepro.2019.06.02310.1016/j.jclepro.2019.06.023 ↗
11. Harvey, D. & Niroumand, S. J. (2013, June 26–28). Fatigue damage assessment of the lions gate bridge north viaduct deck. Proceedings of the 3rd Orthotropic Bridge Conference, American Society of Civil Engineers, Sacramento Section, Sacramento, CA.
12. 10.1177/036119810519290011710.1177/0361198105192900117 ↗
13. Huang W. · China Civil Engineering Journal · 2007 · 40 · 65
14. JT/T1131-2017. (2017). Binder materials for resin cold-mixture steel deck pavement. Ministry of Transport of the People’s Republic of China, Beijing 100736 China.
15. 10.1080/10298436.2013.83979010.1080/10298436.2013.839790 ↗
16. Li J. · China Civil Engineering Journal · 2017 · 50 · 98
17. Li X. · Journal of Disaster Prevention and Mitigation Engineering · 2021 · 41 · 321
18. 10.1016/j.conbuildmat.2017.03.14410.1016/j.conbuildmat.2017.03.144 ↗
19. 10.1016/j.conbuildmat.2016.05.11310.1016/j.conbuildmat.2016.05.113 ↗
20. Liu, Y. (2018). Study on micromorphology and performance of polymer modified epoxy binder. Thesis in Nanjing University.
21. Liu Y. · Journal of Southeast University · 2017 · 33 · 478
22. 10.1016/j.ijadhadh.2013.09.01510.1016/j.ijadhadh.2013.09.015 ↗
23. Luo R. · Chinese Journal of Highway and Transport · 2017 · 30 · 209
24. 10.1016/j.finel.2008.01.01310.1016/j.finel.2008.01.013 ↗
25. 10.1016/j.fuel.2004.12.01910.1016/j.fuel.2004.12.019 ↗
26. 10.1002/polb.2238410.1002/polb.22384 ↗
27. 10.1617/s11527-009-9491-110.1617/s11527-009-9491-1 ↗
28. Pouget S. · RILEM Bookseries · 2012 · 4 · 224
29. 10.1617/s11527-011-9820-z10.1617/s11527-011-9820-z ↗
30. Qian, Z., Luo, J. & Jing, M. (2005). Mechanical analysis of asphalt concrete paving projects on steel bridge deck. China Journal of Highway and Transport, 18(2), 61–64.
31. 10.17265/2159-5313/2016.09.00310.17265/2159-5313/2016.09.003 ↗
32. Robinson, W. J. (2005). Design and performance of open graded friction course hot mix asphalt. Thesis of Mississippi State University.
33. 10.1016/S0021-9797(03)00651-910.1016/S0021-9797(03)00651-9 ↗
34. Stanley, T. & Fric, A. C. (2014). The use of phosphoric acid to stiffen asphalt binders. FHWA-HRT-14-086, submitted to Office of Infrastructure Research and Development, Federal Highway Administration.
35. 10.1002/adem.20060020310.1002/adem.200600203 ↗
36. Wang Y. · Journal of Chang’an University (Natural Science Edition) · 2009 · 29 · 15
37. Yao B. · Chinese Journal of Highway and Transport · 2017 · 30 · 132
38. 10.1016/j.sbspro.2013.08.08910.1016/j.sbspro.2013.08.089 ↗
39. 10.1520/JTE2017009310.1520/JTE20170093 ↗
40. Zhang, Q. (2020). Study on mechanism of moisture damage for asphalt mixture under sophisticated environments in coastal areas. Dissertation in Zhejiang University.
41. Zhang Z. · Journal of Chang’an University (Natural Science Edition) · 2011 · 31 · 1
42. Zhao F. · Journal of Highway and Transportation Research and Development · 2007 · 2 · 37
43. Zhou Z. · Chinese Journal of Highway and Transport · 2017 · 30 · 9
44. Zhu, X., Zhao, D., Cai, Y. & Li, F. (2017). Laboratory experimental research on the mechanical properties of Waterproofing Adhesive Layer (WAL) for steel bridge deck. Transportation Research Board 96th Annual Meeting, Washington D.C., United States.