Performance Evolution Mechanism of Hot-Mix Epoxy Asphalt Binder and Mixture Based on Component Characteristics

被引:24
作者
Luo, Sang [1 ]
Sun, Jia [2 ]
Hu, Jing [1 ]
Liu, Shicheng [3 ]
机构
[1] Southeast Univ, Intelligent Transportat Syst Res Ctr, Nanjing 210096, Jiangsu, Peoples R China
[2] Southeast Univ, Sch Transportat, Nanjing 210096, Jiangsu, Peoples R China
[3] Nanjing Railway Construct Investment Co Ltd, Xinjiekou St, Nanjing 210005, Jiangsu, Peoples R China
基金
国家重点研发计划;
关键词
Epoxy asphalt binder; Mechanical property; Microscopic phase; Curing degree; Pavement performance; RUBBER;
D O I
10.1061/(ASCE)MT.1943-5533.0004379
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In-depth exploration of the performance evolution process of hot-mix epoxy asphalt binder (HEAB) with different components can help control costs and facilitate its promotion and application in engineering. In this study, through the tensile test, viscosity test, laser scanning confocal microscope (LSCM), and Fourier transform infrared spectroscopy (FTIR), the properties of HEAB with different epoxy resin (EP) content were studied, the appropriate EP content was explored, and the curing degree was evaluated by the epoxy conversion rate. Meanwhile, the pavement performance of the HEAB mixture was studied and compared with the stone matrix asphalt (SMA) mixture. The results showed that the tensile properties of HEAB were significantly improved when the EP content reached 30% by weight, and the phase transition occurred when the EP content was 50% by weight. The appropriate content of EP in HEAB was recommended to be 40% by weight, and the mixing temperature of 160 degrees C can ensure sufficient construction allowable time range. The epoxy conversion rate gradually rose with the increase of curing time, and the early curing reaction rate was faster than the later ones. The HEAB mixture had excellent comprehensive properties, and its high-temperature stability was particularly outstanding, but the water stability and skid resistance were inferior to the SMA mixture. Hence, an upper layer of SMA and lower layer of HEAB as a composite structure of a steel bridge deck pavement are worthy of further study in the future.
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页数:13
相关论文
共 56 条
[1]   Effect of Styrene-Butadiene-Styrene on the Properties of Asphalt and Stone-Matrix-Asphalt Mixture [J].
Al-Hadidy, A. I. ;
Tan Yi-qiu .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (04) :504-510
[2]  
Albayati A.H., 2018, AL NAHRAIN J ENG SCI, V21, P20, DOI [10.29194/NJES21010020, DOI 10.29194/NJES21010020]
[3]   Hot mix asphalt time-temperature shifting and fitting techniques: A comparative study [J].
Alrashydah, Esra'a I. ;
Abo-Qudais, Saad A. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 146 :514-523
[4]  
[Anonymous], 2015, Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer
[5]   Evaluation of epoxy modification in bitumen [J].
Apostolidis, P. ;
Liu, X. ;
Erkens, S. ;
Scarpas, A. .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 208 :361-368
[6]   Oxidative aging of epoxy asphalt [J].
Apostolidis, Panos ;
Liu, Xueyan ;
Erkens, Sandra ;
Scarpas, Tom .
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2022, 23 (05) :1471-1481
[7]   Characterization of epoxy-asphalt binders by differential scanning calorimetry [J].
Apostolidis, Panos ;
Liu, Xueyan ;
Erkens, Sandra ;
Scarpas, Athanasios .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 249 (249)
[8]   Confocal microscopy study of phase morphology evolution in epoxy/polysiloxane thermosets [J].
Cabanelas, JC ;
Serrano, B ;
Gonzalez, MG ;
Baselga, J .
POLYMER, 2005, 46 (17) :6633-6639
[9]   Investigation of epoxy-resin-modified asphalt binder [J].
Cong, Peiliang ;
Tian, Yu ;
Liu, Ning ;
Xu, Peijun .
JOURNAL OF APPLIED POLYMER SCIENCE, 2016, 133 (21)
[10]   Effects of Epoxy Resin Contents on the Rheological Properties of Epoxy-Asphalt Blends [J].
Cong Peiliang ;
Yu Jianying ;
Chen Shuanfa .
JOURNAL OF APPLIED POLYMER SCIENCE, 2010, 118 (06) :3678-3684