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The effect of freeze-thaw cycles on durability properties of SBS-modified bitumen

机译:冻融循环对SBS改性沥青耐久性能的影响

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摘要

To study the high-temperature characteristics of bitumen under the influence of freeze-thaw cycles, the results of DSR tests of bitumen and SBS-modified bitumen after 0, 3, 6, 9, 12, 15, and 18 freeze-thaw cycles were investigated. First, based on the simplified model for the DSR tests, the relation between the rheological parameters of the bitumen was analyzed. Then, in combination with the MSCR tests of the SBS-modified bitumen after freeze-thaw cycles, the relation between %R and J(nr) was discussed. Finally, FTIR was used to analyze the changes in the chemical composition of the bitumen under freeze-thaw cycles. The results showed that the incorporation of SBS modifiers can increase the elasticity of the bitumen significantly and slow the tendency of the bitumen's complex shear modulus to increase with the freeze-thaw cycles to a certain extent. The SBS modifiers also can reduce the bitumen's temperature sensitivity and improve its rutting resistance. After the freeze-thaw cycles, C*/sin delta decreased as temperature increased, and G* sin delta showed an exponential decay with increasing temperature. With an increase in the number of freeze-thaw cycles, G* sin delta of the bitumen and SBS-modified bitumen increased gradually, which indicated that the bitumen's fatigue resistance weakens gradually after freeze-thaw cycles. The %R-0.1 and %R-3.2 of SBS-modified bitumen showed a decreasing trend under different stress levels, and the |%R-3.2 %R-0.1 increased, which indicates that bitumen's high temperature characteristics and temperature fatigue performance show an attenuating trend. The difference between the FTIR spectra of the SBS-modified bitumen fingerprint area after a freeze-thaw cycle was reflected largely in the significant increase in the 1700 cm(-1) carbonyl group and 1031 cm(-1) sulfoxide group peaks, while the two peaks at 967 cm(-1) and 700 cm(-1) were relatively stable. These results provide a theoretical basis and technical support for the design, material selection, popularization, and application of an SBS-modified bitumen mixture in roads in regions with seasonal freezing. (C) 2018 Elsevier Ltd. All rights reserved.
机译:为了研究冻融循环影响下沥青的高温特性,分别进行了0、3、6、9、12、15和18个冻融循环后的沥青和SBS改性沥青的DSR测试结果。调查。首先,基于简化的DSR测试模型,分析了沥青流变参数之间的关系。然后,结合冻融循环后SBS改性沥青的MSCR测试,讨论了%R和J(nr)之间的关系。最后,使用FTIR分析了冻融循环后沥青化学成分的变化。结果表明,SBS改性剂的掺入可以显着提高沥青的弹性,并在一定程度上减缓沥青复合剪切模量随冻融循环增加的趋势。 SBS改性剂还可以降低沥青的温度敏感性并改善其抗车辙性。冻融循环后,C * / sinδ随温度升高而降低,G * sinδ随温度升高呈指数衰减。随着冻融循环次数的增加,沥青和SBS改性沥青的G * sin delta逐渐增加,这表明沥青的抗疲劳性在冻融循环后逐渐减弱。 SBS改性沥青的%R-0.1和%R-3.2在不同应力水平下均呈下降趋势,而|%R-3.2%R-0.1则呈上升趋势,这表明沥青的高温特性和温度疲劳性能显示出衰减趋势。冻融循环后,SBS改性沥青指纹图谱区域的FTIR光谱之间的差异主要反映在1700 cm(-1)羰基和1031 cm(-1)亚砜基峰的显着增加上,而在967 cm(-1)和700 cm(-1)的两个峰相对稳定。这些结果为季节性冻结地区道路上SBS改性沥青混合料的设计,材料选择,推广和应用提供了理论基础和技术支持。 (C)2018 Elsevier Ltd.保留所有权利。

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