首页|纤维增韧水性环氧乳化沥青混合料性能研究

纤维增韧水性环氧乳化沥青混合料性能研究

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为提升水性环氧乳化沥青混合料的韧性,采用3种不同类型的纤维材料,分别为木质素纤维、聚酯纤维和玄武岩纤维,并探究它们在不同掺量(0.2%,0.4%,0.6%)下对水性环氧乳化沥青混合料路用性能的影响规律,对9组纤维改性后的水性环氧乳化沥青混合料进行了马歇尔稳定度试验、单轴压缩蠕变试验、低温劈裂试验、冻融劈裂试验、动态模量试验和间接拉伸疲劳试验,得到了马歇尔稳定度、蠕变变形量、破坏拉伸应变、冻融劈裂抗拉强度比、动态模量和疲劳寿命等评价指标结果,并与空白样的各项性能进行了对比分析.研究结果显示:纤维的掺加增加了混合料的最佳乳液含量,并显著增强了集料间的黏结力,从而有效改善了混合料的抗水损害能力.同时,纤维改性对水性环氧乳化沥青混合料的韧性和扩张力也有显著影响,经过纤维增韧处理的混合料在低温劈裂试验中的破坏拉伸应变最大可提升33.6%.基于纤维在提升水性环氧乳化沥青混合料性能方面的效果进行排序,玄武岩纤维表现最佳,其次为聚酯纤维,而木质素纤维排在第3.综合考虑路用性能和经济性,木质素纤维、聚酯纤维、玄武岩纤维的推荐掺量分别为0.2%,0.2%,0.4%.值得注意的是,高掺量的纤维可能导致其在混合料中分散性差,形成力学薄弱点,因此在选择纤维掺量时应对其予以谨慎考虑.
Study on Performance of Fiber-toughened Waterborne Epoxy Emulsified Asphalt Mixture
In order to enhance the toughness of waterborne epoxy emulsified asphalt mixture,3 different types of fiber materials,namely wood fiber,polyester fiber,and basalt fiber,are utilized.The influencing rules on engineering performance of the waterborne epoxy emulsified asphalt mixture with different dosages(0.2%,0.4%,0.6%)is investigated.Marshall stability test,uniaxial compression creep test,low-temperature splitting test,freeze-thaw splitting test,dynamic modulus test and indirect tensile fatigue test are conducted on 9 groups of fiber-modified waterborne epoxy emulsified asphalt mixtures.The evaluation indicator results are obtained including Marshall stability,creep deformation,failure tensile strain,freeze-thaw splitting tensile strength ratio,dynamic modulus,and fatigue life.Comparative analysis is carried out with the performance of blank samples.The result shows that the optimal emulsion content of mixture increases with the addition of fibers.The bond strength among aggregates is enhanced significantly,and the resistance to water damage is improved effectively.Simultaneously,fiber modification has a significant influence on the toughness and expansibility of waterborne epoxy emulsified asphalt mixture.The maximum failure tensile strain in the low-temperature splitting test for the fiber-toughened mixture increases by 33.6%at most.Based on the effect of fibers on improving the performance of waterborne epoxy emulsified asphalt mixtures,basalt fiber exhibits the best performance,followed by polyester fiber,and wood fiber ranking third.Considering both engineering performance and cost-effectiveness,recommended dosages for wood fiber,polyester fiber and basalt fiber are determined as 0.2%,0.2%,and 0.4%respectively.It is worth noting that a high dosage of fibers may lead to poor dispersion in the mixture and to form mechanical weak points.Therefore,caution should be exercised in selecting fiber dosages.

road engineeringmodified asphalt mixtureexperimental studyroad performancewaterborne epoxy resinfiber toughening

刘曙光、周铭钰、戴勇、柳丹、张恒龙

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湖南省通泰工程有限公司,湖南 长沙 410018

湖南大学 绿色先进土木工程材料及应用技术湖南省重点实验室,湖南 长沙 410082

湖南省茶江高速公路建设开发有限公司,湖南 长沙 410211

道路工程 改性沥青混合料 试验研究 路用性能 水性环氧树脂 纤维增韧

国家自然科学基金湖南省交通厅科技进步与创新项目

52078209202248

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(4)
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