不同成型方式乳化沥青冷再生混合料力学特性研究
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中图分类号:

U414

基金项目:

浙江交通科技资助项目(2016-2-17)。


Mechanical properties of emulsified asphalt cold recycling mixture with different forming methods
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    摘要:

    为深入探讨不同成型方式对乳化沥青冷再生混合料力学特性的影响,通过制备马歇尔试件、圆柱体试件,研究了垂直振动法和传统方法对冷再生混合料力学特性的影响,并应用Weibull分布建立疲劳方程。结果表明:与传统方法设计的冷再生混合料相比,垂直振动法最佳含水率降低10%,乳化沥青最佳用量降低10%,最大干密度提高1.021倍;与马歇尔试件相比,垂直振动圆柱体试件马歇尔稳定度MS、25℃劈裂强度、冻融劈裂强度分别提高40%,32%及57%;通过疲劳方程的截距a和斜率b可看出,垂直振动法试件在高应力下抗疲劳性能和对应力变化的敏感性优于马歇尔法试件,即垂直振动法a值大于马歇尔法,b值小于马歇尔法。

    Abstract:

    In order to investigate the influence of different moulding methods on the mechanical properties of cold recycled emulsified asphalt mixture, the effects of vertical vibration method and traditional method on the mechanical properties of cold recycled asphalt mixture were studied by preparing Marshall specimens and cylinder specimens, and the fatigue equation was established by Weibull distribution. The results show that by the vertical vibration method, the optimal moisture content and optimal emulsified asphalt content of the mixture are reduced by 10% respectively, and the maximmum dry density of the mixtare are increased 1.021 times, compared with the mixture by the traditional method. Compared with Marshall Specimens, the Marshall stability MS, 25 ℃splitting strength and freeze-thaw splitting strength of vertical vibration cylinder specimens increase by 40%, 32% and 57% respectively. Through the intercept a and slope b of fatigue equation, it can be seen that the fatigue resistance and sensitivity of vertical vibration specimens to stress change under high stress are better than those of Marshall method specimens, that is, the value of a in the vertical vibration method is greater than that of Marshall method, and the value of b in the vertical vibration method is less than that of Marshall method.

    参考文献
    [1] 王宏. 全深式水泥稳定就地冷再生基层应用与耐久性能评价[J]. 公路, 2019,64(6):1-8.Wang H. Application and durability evaluation of full-depth cement stabilized in-situ cold recycling base[J].Highway, 2019, 64(6): 1-8. (in Chinese)
    [2] Cheng H L, Sun L J, Liu L P, et al. Fatigue characteristics of in-service cold recycling mixture with asphalt emulsion and HMA mixture[J]. Construction and Building Materials, 2018, 192: 704-714.
    [3] Lin J T, Hong J X, Xiao Y. Dynamic characteristics of 100% cold recycled asphalt mixture using asphalt emulsion and cement[J]. Journal of Cleaner Production, 2017, 156: 337-344.
    [4] Babagoli R, Ameli A, Shahriari H. Laboratory evaluation of rutting performance of cold recycling asphalt mixtures containing SBS modified asphalt emulsion[J]. Petroleum Science and Technology, 2016, 34(4): 309-313.
    [5] Godenzoni C, Graziani A, Perraton D. Complex modulus characterisation of cold-recycled mixtures with foamed bitumen and different contents of reclaimed asphalt[J]. Road Materials and Pavement Design, 2017, 18(1): 130-150.
    [6] Leandri P, Losa M, di Natale A. Field validation of recycled cold mixes viscoelastic properties[J]. Construction and Building Materials, 2015, 75: 275-282.
    [7] Li Q, Wang Z B, Li Y L, et al. Cold recycling of lime-fly ash stabilized macadam mixtures as pavement bases and subbases[J]. Construction and Building Materials, 2018, 169: 306-314.
    [8] 蒋应军, 韩占闯. 级配对乳化沥青冷再生混合料路用性能影响[J]. 大连理工大学学报, 2018, 58(6): 607-614.Jiang Y J, Han Z C. Influence of gradation on pavement performance of emulsified asphalt cold regenerated mixture[J]. Journal of Dalian University of Technology, 2018, 58(6): 607-614.(in Chinese)
    [9] 李明欣, 王选仓. 新加沥青标号对高掺量RAP再生混合料强度及疲劳性能的影响[J]. 长安大学学报(自然科学版), 2017, 37(3): 9-15.Li M X, Wang X C. Influence of new added asphalt grade on strength and fatigue performance of high percentage of RAP mixtures[J]. Journal of Chang’an University(Natural Science Edition), 2017, 37(3): 9-15.(in Chinese)
    [10] 郝培文, 蒋鹤, 王宏, 等. 水泥对泡沫沥青冷再生混合料强度影响机理[J]. 功能材料, 2016, 47(3): 90-96.Hao P W, Jiang H, Wang H, et al. Influence mechanism of cement on the strength of foamed asphalt cold recycled mixture[J]. Journal of Functional Materials, 2016, 47(3): 90-96. (in Chinese)
    [11] 张明杰, 祁文洋. 铣刨工艺对RAP变异性和级配的影响[J]. 石油沥青, 2016, 30(4): 12-17.Zhang M J, Qi W Y. Milling process effects on the variability and gradation of RAP[J]. Petroleum Asphalt, 2016, 30(4): 12-17.(in Chinese)
    [12] 马泽欣, 刘黎萍, 孙立军. 基于加速加载的在役沥青混合料损伤与疲劳性能[J]. 吉林大学学报(工学版), 2019, 49(2): 384-391.Ma Z X, Liu L P, Sun L J. Damage and failure performance of in-service asphalt mixture based on accelerated loading test[J]. Journal of Jilin University(Engineering and Technology Edition), 2019, 49(2): 384-391.(in Chinese)
    [13] 薛金顺, 蒋应军, 陈豫, 等. 垂直振动压实SRX稳定碎石力学性能影响因素研究[J]. 硅酸盐通报, 2018, 37(4): 1387-1392,1429.Xue J S, Jiang Y J, Chen Y, et al. Influence factors of mechanical property of SRX stabilized crushed stone base on vertical vibration test method[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(4): 1387-1392,1429.(in Chinese)
    [14] 蒋应军, 赵占林, 李明杰. 两种方法设计沥青混合料的疲劳特性[J]. 江苏大学学报(自然科学版), 2016, 37(4): 473-478.Jiang Y J, Zhao Z L, Li M J. Fatigue characteristics of asphalt mixture designed by two methods[J]. Journal of Jiangsu University (Natural Science Edition), 2016, 37(4): 473-478.(in Chinese)
    [15] Jiang Y J, Liu H P, Xue J S. Fatigue performance of vertical vibration compacted cement-stabilized recycled pavement materials[J]. Journal of Testing and Evaluation, 2018, 46(5): 2251-2264.
    [16] Jiang Y J, Deng C Q, Xue J S, et al. Investigation of the fatigue properties of asphalt mixture designed using vertical vibration method[J]. Road Materials and Pavement Design, 2018: 1-16.
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易勇,蒋应军,谭云鹏,胡永林,陈浙江.不同成型方式乳化沥青冷再生混合料力学特性研究[J].重庆大学学报,2021,44(5):50-58.

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  • 收稿日期:2019-05-24
  • 在线发布日期: 2021-06-01
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