Experimental study on properties of epoxy binder and epoxy bonding chips layer for steel bridge deck pavement

References

• Bhasin, A., & Little, D. N. (2007). Characterization of aggregate surface energy using the universal sorption debice. Journal of Materials in Civil Engineering, 19(8), 634–641. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:8(634)
   Web of Science ®Google Scholar
• Bocci, E., & Canestrari, F. (2013). Experimental evaluation of shear resistance of improved steel-asphalt interfaces. Transportation Research Record Journal of Transportation Research Board, 2370(-1), 145–150. https://doi.org/10.3141/2370-18
   Web of Science ®Google Scholar
• Chen, L., Liu, G., Zhang, X., & Pan, G. (2021). An innovative interface reinforcement method for steel bridge deck pavement pothole repair. Construction and Building Materials, 298, 123838. https://doi.org/10.1016/j.conbuildmat.2021.123838
   Web of Science ®Google Scholar
• 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.
   Google Scholar
• Chen, X., Liu, X., Qian, Z., & Zhang, L. (2012). State of the art of asphalt surfacings on long-spanned orthotropic steel decks in China. Journal of Testing and Evaluation, 40(7), 1252–1259. https://doi.org/10.1520/JTE20120133
   Web of Science ®Google Scholar
• Chen, Y., Gao, J., & Chen, H. (2014). Research on adhesion in asphalt-aggregate systems based on surface energy theory. Journal of Southeast University (Natural Science Edition), 44(1), 183–187. http://doi.org/10.3969/j.issn.1001-0505.2014.01.033
   Google Scholar
• Cheng, D., Little, D. N., Lytton, R. L., & Holste, J. C. (2002). Surface energy measurement of asphalt and Its application to predicting fatigue and healing in asphalt mixtures. Transportation Research Record Journal of the Transportation Research Board, 1810(1), 44–53. https://doi.org/10.3141/1810-06
   Web of Science ®Google Scholar
• European Asphalt Pavement Association. (2013). Asphalt pavements on bridge decks. 1040 Brussels, Belgium.
   Google Scholar
• Fowkes, F. M. (1964). Dispersion force contributions to surface and interfacial tensions, contact angles, and heats of immersion. Advances in Chemistry Series, 43(1), 99–111. https://doi.org/10.1021/ba-1964-0043.ch006
   Google Scholar
• Guo, S., Si, R., Dai, Q., You, Z., Ma, Y., & Wang, J. (2019). A critical review of corrosion development and rust removal techniques on the structural/environmental performance of corroded steel bridges. Journal of Cleaner Production, 233, 126–146. https://doi.org/10.1016/j.jclepro.2019.06.023
   Web of Science ®Google Scholar
• 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.
   Google Scholar
• Héritier, B., Olard, F., Loup, F., & Krafft, S. (2005). Design of a specific bituminous surfacing for the world’s highest orthotropic steel deck bridge: France’s Millau Viaduct. Transportation Research Record Journal of the Transportation Research Board, 1929(1), 141–148. https://doi.org/10.1177/0361198105192900117
   Google Scholar
• Huang, W. (2007). Design of deck pavement for long span steel bridges. China Civil Engineering Journal, 40(9), 65–77. https://doi.org/10.3321/j.issn:1000-131x.2007.09.010
   Google Scholar
• 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.
   Google Scholar
• Kim, T. W., Bake, J., Lee, H. J., & Lee, S. K. (2014). Effect of pavement design parameters on the behaviour of orthotropic steel bridge deck pavements under traffic loading. International Journal of Pavement Engineering, 15(5), 471–482. https://doi.org/10.1080/10298436.2013.839790
   Web of Science ®Google Scholar
• Li, J., Li, J., Shao, X., Chen, W., & Zeng, Y. (2017). Static and fatigue tests on composite deck with steel and ultra-thin UHPC-TPO. China Civil Engineering Journal, 50(11), 98–106.
   Google Scholar
• Li, X., Ye, P., Lv, J., & Zhu, S. (2021). Study on bonding property between water-borne epoxy resin micro-surfacing and asphalt pavement under water immersion. Journal of Disaster Prevention and Mitigation Engineering, 41(2), 321–327. https://doi.org/10.13409/j.cnki.jdpme.201903069
   Google Scholar
• Liu, X., Zhou, C., Feng, D., Fan, X., & Xie, S. (2017). Experimental study on interlayer shear properties of ERS pavement system for long-span steel bridges. Construction and Building Materials, 143, 198–209. https://doi.org/10.1016/j.conbuildmat.2017.03.144
   Web of Science ®Google Scholar
• Liu, X., Zhou, C., Feng, D., Tang, H., Xu, Y., & Fan, X. (2016). Influence of moisture in aggregates on properties of cold-mixed resin asphalt mixture. Construction and Building Materials, 120, 232–240. https://doi.org/10.1016/j.conbuildmat.2016.05.113
   Web of Science ®Google Scholar
• Liu, Y. (2018). Study on micromorphology and performance of polymer modified epoxy binder. Thesis in Nanjing University.
   Google Scholar
• Liu, Y., Qian, Z., & Zhang, M. (2017). Fatigue damage analysis of epoxy asphalt pavement for steel bridges considering coupled effects of heavy load and temperature variations. Journal of Southeast University, 33(4), 478–483. https://doi.org/10.3969/j.issn.1003-7985.2017.04.014
   Google Scholar
• Liu, Y., Wu, J., & Chen, J. (2014). Mechanical properties of a waterproofing adhesive layer used on concrete bridges under heavy traffic and temperature. International Journal of Adhesion and Adhesives, 48, 102–109. https://doi.org/10.1016/j.ijadhadh.2013.09.015
   Web of Science ®Google Scholar
• Luo, R., Zheng, S., Zhang, D., Tu, C., & Feng, G. (2017). Evaluation of adhesion property in asphalt-aggregate systems based on surface energy theory. Chinese Journal of Highway and Transport, 30(6), 209–214. https://doi.org/10.3969/j.issn.1001-7372.2017.06.003
   Google Scholar
• Medani, T. O., Liu, X., Huurman, M., Scarpas, A., & Molenaar, A. A. A. (2008). Experimental and numerical characterization of a membrane material for orthotropic steel deck bridges: Part 1: Experimental work and data interpretation. Finite Elements in Analysis and Design, 44(9), 552–563. https://doi.org/10.1016/j.finel.2008.01.012
   Web of Science ®Google Scholar
• Miknis, F. P., Pauli, A. T., Beemer, A., & Wilde, B. (2005). Use of NMR imaging to measure interfacial properties of asphalts. Fuel, 84(9), 1041–1051. https://doi.org/10.1016/j.fuel.2004.12.019
   Web of Science ®Google Scholar
• Odegard, G. M., & Bandyopadhyay, A. (2011). Physical aging of epoxy polymers and their composites. Journal of Polymer Science Part B: Polymer Physics, 49(24), 1695–1716. https://doi.org/10.1002/polb.22384
   Web of Science ®Google Scholar
• Pouget, S., Sauzéat, C., Di Benedetto, H., & Olard, F. (2010). Numerical simulation of the five-point bending test designed to study bituminous wearing courses on orthotropic steel bridge. Materials and Structures, 43(3), 319–330. https://doi.org/10.1617/s11527-009-9491-1
   Web of Science ®Google Scholar
• Pouget, S., Sauzéat, C., Di Benedetto, H., & Olard, F. (2012a). Millau Viaduct response under static and moving loads considering viscous bituminous wearing course materials. RILEM Bookseries, 4, 224–232. https://doi.org/10.1007/978-94-007-4566-7_22
   Google Scholar
• Pouget, S., Sauzéat, C., Di Benedetto, H., & Olard, F. (2012b). Modeling of viscous bituminous wearing course materials on orthotropic steel deck. Materials and Structures, 45(7), 1115–1125. https://doi.org/10.1617/s11527-011-9820-z
   Web of Science ®Google Scholar
• 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.
   Google Scholar
• Regional Standard (DB33/T 2012). (2016). Technical specifications for construction of ERS steel deck pavement. Zhejiang Quality Technical Supervising Bureau. Zhejiang 310013 China.
   Google Scholar
• Robinson, W. J. (2005). Design and performance of open graded friction course hot mix asphalt. Thesis of Mississippi State University.
   Google Scholar
• Shen, Q., Hu, J., & Gu, Q. (2003). Surface properties of poly precipitation polymerized in supercritical CO2 and the influence of molecular weight. Journal of Colloid Interface Science, 267(2), 333–336. https://doi.org/10.1016/S0021-9797(03)00651-9
   PubMed Web of Science ®Google Scholar
• 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.
   Google Scholar
• Valtorta, D., Poulikakos, L. D., Connery, E., Partl, M. N., & Mazza, E. (2007). Accelerated aging of bituminous bindersusing a high frequency torsional rheometer. Advanced Engineering Materials, 9(1-2), 121–128. https://doi.org/10.1002/adem.200600203
   Web of Science ®Google Scholar
• Wang, Y., Zhou, Y., Yao, A., & Zhang, Y. (2009). Test of shear and pull-off between asphalt and concrete on bridge deck pavement structure. Journal of Chang’an University (Natural Science Edition), 29(6), 15–18.
   Google Scholar
• Yao, B., Zhang, Y., & Li, F. (2017). Shear characteristics of interface between steel bridge deck and epoxy asphalt pavement. Chinese Journal of Highway and Transport, 30(3), 132–138. https://doi.org/10.3969/j.issn.1006-3897.2017.03.014
   Google Scholar
• Zhang, D., Ye, F., & Yuan, J. (2013). Life-cycle cost analysis (LCCA) on steel bridge pavement structural composition. Procedia - Social and Behavioral Sciences, 96, 785–789. https://doi.org/10.1016/j.sbspro.2013.08.089
   Google Scholar
• Zhang, M., Qian, Z., & Huang, Q. (2019). Test and evaluation for effects of freeze-thaw cycles on fracture performance of epoxy asphalt concrete composite structure. Journal of Testing and Evaluation, 47(1), 556–572. https://doi.org/10.1520/JTE20170093
   Web of Science ®Google Scholar
• Zhang, Q. (2020). Study on mechanism of moisture damage for asphalt mixture under sophisticated environments in coastal areas. Dissertation in Zhejiang University.
   Google Scholar
• Zhang, Z., Tao, J., & Zhang, S. (2011). Experiment and evaluation on performance of epoxy asphalt waterproof cohesive layer on bridge deck pavement. Journal of Chang’an University (Natural Science Edition), 31(4), 1–6.
   Google Scholar
• Zhao, F., Li, Y., & Yi, W. (2007). Research on shear resistant waterproof-adhesive layer in steel bridge pavement. Journal of Highway and Transportation Research and Development, 2(24), 37–39. http://worldcat.org/issn/10020268
   Google Scholar
• Zhou, Z., Guo, Z., Luo, G., Yu, W., & Yang, Z. (2017). Effect of moisture and overload on interfacial shear fatigue life between asphalt overlayer and cement concrete pavement. Chinese Journal of Highway and Transport, 30(4), 9–15.
   Google Scholar
• 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.
   Google Scholar