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沥青混合料断裂-微波自愈合影响因素分析
引用本文:朱洪洲,袁海,魏巧,刘玉峰,范世平.沥青混合料断裂-微波自愈合影响因素分析[J].科学技术与工程,2020,20(11):4547-4552.
作者姓名:朱洪洲  袁海  魏巧  刘玉峰  范世平
作者单位:交通土建工程材料国家地方联合工程实验室,重庆 400074;重庆交通大学土木工程学院,重庆400074;重庆交通大学土木工程学院,重庆400074;中国电建集团贵阳勘测设计研究院有限公司,贵阳 550081
基金项目:国家自然科学基金项目(50808189)和重庆交通大学研究生教育创新基金项目(2018S0113)资助
摘    要:为分析沥青混合料断裂-微波自愈合性能的影响因素,分别对沥青材料和集料进行微波加热试验,采用70#基质沥青和苯乙烯-丁二烯-苯乙烯嵌段共聚物(styrene-butadiene-styrene, SBS)改性沥青,制备AC-13型半圆试件,通过半圆弯曲试验和微波加热对试件进行断裂-愈合-断裂试验,以愈合前和愈合后加载试验的抗拉强度比值作为愈合指数(H),分析了沥青混合料微波加热行为以及损伤程度、微波强度、加热时间对自愈合性能的影响。结果表明:微波主要作用于矿质集料,并通过集料颗粒升温传热实现混合料整体升温;微波强度对沥青混合料自愈合性能的影响最为显著,其次是加热时间,随微波强度、加热时间的增长,混合料自愈合能力增强;损伤程度对自愈合性能有不利影响,但影响程度较弱。

关 键 词:道路工程  沥青混合料  自愈合性能  微波加热  正交试验
收稿时间:2019/7/25 0:00:00
修稿时间:2019/8/30 0:00:00

Analysis on Influence Factors of Asphalt Mixture Fracture Microwave-Healing performance
Zhu Hongzhou,Yuan Hai,Wei Qiao,Liu Yufeng,Fan Shiping.Analysis on Influence Factors of Asphalt Mixture Fracture Microwave-Healing performance[J].Science Technology and Engineering,2020,20(11):4547-4552.
Authors:Zhu Hongzhou  Yuan Hai  Wei Qiao  Liu Yufeng  Fan Shiping
Institution:Chongqing Jiaotong University,Chongqing Jiaotong University,Chongqing Jiaotong University,Chongqing Jiaotong University,PowerChina Guiyang Engineering Corporation Limited
Abstract:In order to analyze the influence factors of fracture microwave-healing performance of asphalt mixtures, microwave heating test was carried out on bitumen and aggregates respectively. AC-13 semi-circular specimens were prepared with 70 # base asphalt and SBS modified asphalt, and fracture-healing-fracture test was carried out on specimens via semi-circular bending test and microwave heating. The ratio of tensile strength before and after healing loading test was used as healing index (HI). The microwave heating performance and effects of damage degree, microwave strength and heating time on self-healing performance of asphalt mixture were analyzed. The results show that microwave was mainly absorbed by aggregates, and through the heating and heat transfer of aggregate particles, the overall heating of the mixture is realized. The effect of microwave intensity on the self-healing performance is the most significant, followed by heating time. The self-healing ability of asphalt mixture increases with microwave intensity and heating time. The injury degree has a negative effect on self-healing performance, but the effect is weak.
Keywords:road engineering    asphalt mixture    self-healing performance    microwave heating orthogonal test
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