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高掺量胶粉改性沥青混合料疲劳性能对比研究

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为对比研究高掺量胶粉改性沥青混合料疲劳性能,选取 5 种不同类型混合料级配和 3 种改性沥青设计出 8种沥青混合料进行疲劳试验.结果表明:1)高掺量胶粉改性沥青混合料路用性能较SBS改性沥青类混合料优越;2)40%胶粉改性沥青不同级配类型混合料疲劳性能整体优于 30%胶粉改性沥青混合料,且疲劳性能优势随着应变水平提高呈先增大后减小的趋势;3)相较SBS改性沥青类混合料,胶粉改性沥青混合料疲劳性能具有明显的优势;4)随着公称最大粒径增大,同一掺量胶粉改性沥青其不同级配类型混合料的疲劳性能呈下降趋势,且随着应变水平增加,疲劳寿命逐渐降低.
Comparative Study on Fatigue Performance of High Content Rubber Powder Modified Asphalt Mixture
In order to compare and study the fatigue performance of high content rubber powder modified asphalt mixtures,5 different types of mixture gradation and 3 types of modified asphalt were selected to design 8 types of asphalt mixtures for fatigue testing.The results show that:1)The road performance of high content rubber powder modified asphalt mixture is superior to that of SBS modified asphalt mixture;2)The fatigue performance of 40%rubber powder modified asphalt mixtures with different grading types is generally better than that of 30%rubber powder modified asphalt mixtures,and the fatigue performance advantage shows a trend of first increasing and then decreasing with the increase of strain level;3)Compared to SBS modified asphalt mixtures,rubber powder modified asphalt mixtures have significant advantages in fatigue performance;4)As the nominal maximum particle size increases,the fatigue performance of different grading types of asphalt mixtures with the same amount of rubber powder modified asphalt shows a downward trend,and as the strain level increases,the fatigue life gradually decreases.

high content of rubber powdermodified asphaltaggregate gradationasphalt mixturefatigue performance

赵占林、高志良、蒲昌瑜、骆妍、魏贵岭

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公路建设与养护技术、材料及装备交通运输行业研发中心,石家庄 050091

河北省交通规划设计研究院有限公司,石家庄 050091

河北雄安荣乌高速公路有限公司,河北 保定 071700

高掺量胶粉 改性沥青 矿料级配 沥青混合料 疲劳性能

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(2)
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