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粉煤灰复合SBS改性沥青流变性能试验研究

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为了研究温度和老化作用对粉煤灰/SBS复合改性沥青流变性能的影响,制备了3种类型的改性沥青样品:粉煤灰改性沥青,SBS改性沥青和粉煤灰/SBS复合改性沥青.通过系统的室内试验,详细评估了不同温度条件和老化程度对不同改性沥青的流变性能和疲劳性能的影响.试验结果表明,沥青的复数模量随着加载频率的增加而显著增加.此外,未老化沥青和短期老化沥青在储能模量和损耗模量方面对温度的敏感性最低.然而,当沥青经过长期老化之后,10%粉煤灰改性沥青的性能更易受温度变化的影响.进一步分析显示,与基质沥青相比,10%粉煤灰/2%SBS复合改性沥青在不同温度条件下的疲劳寿命显著提高.在10,20,30℃条件下,疲劳寿命分别提高了60.14%,43.39%,48.93%.这些结果表明,粉煤灰/SBS复合改性沥青在低温条件下表现出优良的抗变形能力和抗疲劳性能.综合考虑,粉煤灰/SBS复合改性沥青不仅在提高沥青性能方面显示出显著优势,还在延长道路使用寿命和提高道路安全性方面具有重要潜力.其具有良好的低温抗变形能力、抗疲劳性能,在中国公路的建设与养护中有广泛的应用前景.
Experimental Study on Rheological Property of Fly Ash Composite SBS Modified Asphalt
To conduct an in-depth study on the influence of temperature and aging on the rheological properties of fly ash composite SBS modified asphalt,3 types of modified asphalt samples were prepared:fly ash modified asphalt,SBS modified asphalt,and fly ash composite SBS modified asphalt.The influence of different temperature conditions and aging levels on these modified asphalts' rheological and fatigue properties was thoroughly evaluated by using systematic laboratory tests.The result indicates that the complex modulus of asphalt significantly increases with the loading frequency.Additionally,the unaged asphalt and short-term aged asphalt exhibit the lowest temperature sensitivity in terms of storage modulus and loss modulus;however,when the asphalt undergoes long-term aging,10% fly ash-modified asphalt performance becomes more susceptible to temperature variation.The further analysis reveals that compared to base asphalt,the fatigue life of 10% fly ash and 2% SBS composite modified asphalt is significantly improved under different temperature conditions.At 10℃,20℃,and 30℃,the fatigue life increases by 60.14%,43.39%,and 48.93% respectively.These results indicate that fly ash composite SBS modified asphalt exhibits excellent deformation resistance and fatigue performance under low-temperature conditions.Considering all factors,fly ash composite SBS modified asphalt shows significant advantages in improving asphalt performance,and holds substantial potential in extending road service life and enhancing road safety.

road engineeringfly ashlaboratory testSBS modified asphaltrheological propertyfatigue performance

胡翌刚、袁臻、杨毅

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湖南省交通建设质量安全监督管理局,湖南 长沙 410116

现代投资股份有限公司,湖南 长沙 410004

湖南省怀芷高速公路建设开发有限公司,湖南 长沙 410004

道路工程 粉煤灰 室内试验 SBS改性沥青 流变性能 疲劳性能

2024

公路交通科技
交通运输部公路科学研究院

公路交通科技

CSTPCD北大核心
影响因子:1.007
ISSN:1002-0268
年,卷(期):2024.41(7)
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