Fan Yulou, Wu You, Chen Huimin, Liu Shinan, Huang Wei, Wang Houzhi, Yang Jun
School of Transportation, Southeast University, Nanjing 211189, China.
Materials (Basel). 2022 Sep 18;15(18):6472. doi: 10.3390/ma15186472.
Epoxy asphalt concrete (EAC) has excellent properties such as high strength, outstanding thermal stability, and great fatigue resistance, and is considered to be a long-life pavement material. Meanwhile, the low initial viscosity of the epoxy components provides the possibility to reduce the mixing temperature of SBS-modified asphalt. The purpose of this study is to verify the feasibility of low-emission mixing of SBS-modified epoxy asphalt and to compare the mechanical responses in several typical structures with EAC, in order to perform structure optimization for practical applications of EAC. In this paper, the Brookfield rotational viscosity test was conducted to investigate the feasibility of mixing SBS-modified epoxy asphalt at a reduced temperature. Subsequently, the dynamic modulus tests were carried out on EAC to obtain the Prony series in order to provide viscoelastic parameters for the finite element model. Six feasible pavement structures with EAC were proposed, and a finite element method (FEM) model was developed to analyze and compare the mechanical responses with the conventional pavement structure. Additionally, the design life was predicted and compared to comprehensively evaluate the performance of EAC structures. Finally, life cycle assessment (LCA) on carbon emissions was developed to explore the emission reduction effect of the epoxy asphalt pavement. The results indicate that the addition of epoxy components could reduce the mixing temperature of SBS-modified asphalt by 30 °C. The proper use of EAC can significantly improve the mechanical condition of the pavement and improve its performance and service life. It is recommended to choose S5 (with EAC applied in the middle-lower layer) as the optimal pavement structure, whose allowable load repetitions to limit fatigue cracking were more than 1.7 times that of conventional pavements and it has favorable rutting resistance as well. The LCA results show that in a 25-year life cycle, the carbon emissions of epoxy asphalt pavements could be reduced by 29.8% in comparison to conventional pavements.
环氧沥青混凝土(EAC)具有高强度、出色的热稳定性和良好的抗疲劳性等优异性能,被认为是一种长寿命路面材料。同时,环氧组分的低初始粘度为降低SBS改性沥青的拌合温度提供了可能性。本研究的目的是验证SBS改性环氧沥青低排放拌合的可行性,并比较其与EAC在几种典型结构中的力学响应,以便对EAC的实际应用进行结构优化。本文通过布氏旋转粘度试验研究了降低温度拌合SBS改性环氧沥青的可行性。随后,对EAC进行动态模量试验以获得 Prony 级数,为有限元模型提供粘弹性参数。提出了六种可行的EAC路面结构,并建立了有限元模型来分析和比较其与传统路面结构的力学响应。此外,预测并比较了设计寿命,以全面评估EAC结构的性能。最后,开展了碳排放的生命周期评估(LCA),以探索环氧沥青路面的减排效果。结果表明,添加环氧组分可使SBS改性沥青的拌合温度降低30℃。合理使用EAC可显著改善路面的力学状况,提高其性能和使用寿命。建议选择S5(EAC应用于中下层)作为最佳路面结构,其限制疲劳开裂的允许荷载重复次数比传统路面多1.7倍以上,且具有良好的抗车辙性能。LCA结果表明,在25年的生命周期内,环氧沥青路面的碳排放量与传统路面相比可减少29.8%。