基于表面能理论的改性沥青与花岗岩碎石黏附性能研究
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作者单位:

(1.长沙理工大学 交通学院,湖南 长沙 410114;2.海南省交通建设管理局,海南 海口 570100)

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通讯作者:

欧莎(2000—),女,硕士,主要从事道路材料方面的研究工作。E-mail:1652480254@qq.com

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TU528

基金项目:

国家自然科学基金青年项目(52208423)


Adhesion properties of modified asphalt to granite gravel based on surface energy theory
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Affiliation:

(1. School of Transportation, Changsha University of Science & Technology, Changsha 410114, China; 2. Hainan Provincial Transportation and Construction Management Bureau, Haikou 570100, China)Table 2 Basic parameters of graphene oxide

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    摘要:

    【目的】分析氧化石墨烯(graphene oxide,GO)对沥青黏附性能的影响。【方法】在基质沥青中添加不同掺量(质量分数为0.04%、0.08%、0.12%、0.16%)的GO、硅烷偶联剂(KH550)及GO分散液来制备改性沥青,并对其进行定性水煮试验以及定量接触角试验。基于表面自由能理论,计算GO、KH550-GO改性沥青黏附功等参数,用以综合评价其黏附性能;通过浸水马歇尔和冻融劈裂试验对改性沥青混合料的水稳定性进行验证;通过车辙试验对混合料的高温稳定性进行评价。【结果】加入KH550-GO对基质沥青进行改性后,沥青和集料体系表面能显著加强,同时KH550-GO的加入对基质沥青黏附功有显著提升。当KH550-GO掺量为0.12%时,改性沥青混合料的残留稳定度和冻融劈裂强度比最大,KH550-GO沥青混合料的高温稳定性以及水稳定性最佳。【结论】所提方法能很好地改善沥青性能。

    Abstract:

    [Purposes] This study aims to analyze the effect of graphene oxide (GO) on the adhesion properties of asphalt. [Methods] GO and KH550-GO dispersions with different dosages (mass fractions of 0.04%, 0.08%, 0.12%, and 0.16%) were added to the matrix asphalt to prepare modified asphalt, and the qualitative boiling test and quantitative contact angle test were carried out on it. Based on the surface free energy theory, the adhesion work and other parameters of the GO and KH550-GO modified asphalt were calculated to comprehensively evaluate its adhesion properties. The immersion Marshall test and freeze-thaw splitting test were conducted to verify the water stability of the modified asphalt mixtures. The wheel rutting test was performed to evaluate the high-temperature stability of the mixtures. [Findings] After the addition of KH550-GO for modification of the matrix asphalt, the surface energy of asphalt and aggregate system is significantly strengthened, and the addition of KH550-GO significantly improves the adhesion function of the matrix asphalt. The residual stability and freeze-thaw splitting strength ratio of the modified asphalt mixture are the highest when the KH550-GO dosage is 0.12%, and the high-temperature stability and water stability of the KH550-GO asphalt mixture are the best. [Conclusions] The proposed method can effectively improve the performance of asphalt.

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欧莎,张映雪,朱文静,等.基于表面能理论的改性沥青与花岗岩碎石黏附性能研究[J].交通科学与工程,2026,42(2):144-153.
OU Sha, ZHANG Yingxue, ZHU Wenjing, et al. Adhesion properties of modified asphalt to granite gravel based on surface energy theory[J]. Journal of Transport Science and Engineering,2026,42(2):144-153.

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  • 收稿日期:2024-02-25
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  • 在线发布日期: 2026-04-30
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