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首页> 外文期刊>The international journal of pavement engineering >Effects of thermally modified asphalt concrete on pavement temperature
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Effects of thermally modified asphalt concrete on pavement temperature

机译:热改性沥青混凝土对路面温度的影响

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This study investigates the feasibility of mitigating temperature-related issues, such as heat island effect, ice layer formation and thermal distresses of asphalt pavement, by controlling thermal properties of hot mix asphalt (HMA). Expanded polypropylene (EPP) beads and graphite powder are selected as the additives to change the thermal properties of HMA, and their effects on thermal and mechanical properties are evaluated experimentally. The test results show that the EPP modified HMA yields a reduction in thermal conductivity, heat capacity and indirect tensile strength up to 17, 32, and 27%, respectively. Conversely, replacing a part of traditional fillers with graphite powder increases indirect tensile strength and thermal conductivity up to 40 and 43%, respectively. A series of heat transfer analysis was conducted using a finite difference heat transfer model to investigate the effects of the thermally modified HMA on the pavement temperature gradient and surface temperature. The simulation results show that the amplitude of daily surface temperature variation reduces as the HMA thermal conductivity increases. The HMA containing 4.8% graphite by volume of the mixture reduces the daily surface temperature amplitude by 8.1% in the summer simulation and 9.6% in the winter simulation. The graphite modified HMA also has 1.5 degrees C lower maximum pavement surface temperature than the non-modified HMA in the simulation for a summer day at Texas. This implies that the modified HMA with improved thermal conductivity, such as the graphite modified one, is effective in mitigating thermal cracking, rutting and urban heat island effect. In addition, the improved indirect tensile strength of graphite modified HMA will bring extra extension of pavement service life. The parametric study for wide ranges of thermal conductivity and heat capacity shows that the daily temperature amplitude on a pavement surface can be reduced up to 28.9% by selecting highly conductive aggregates and graphite powder.
机译:本研究通过控制热混合物沥青(HMA)的热性能来调查减轻温度相关问题的可行性,例如热岛效应,冰夸光路面的热掩埋和沥青路面的热碰撞。选择膨胀的聚丙烯(EPP)珠子和石墨粉作为改变HMA热性能的添加剂,并通过实验评估它们对热和机械性能的影响。测试结果表明,EPP改性HMA分别产生高达17,32和27%的导热性,热容量和间接拉伸强度的降低。相反,用石墨粉替换一部分传统填料,分别增加间接拉伸强度和热导率,可分别为40和43%。使用有限差异传热模型进行一系列传热分析,以研究热改性HMA对路面温度梯度和表面温度的影响。仿真结果表明,随着HMA导热率的增加,日常表面温度变化的幅度降低。含有4.8%石墨的HMA通过混合物的体积减少8.1%的日夏天的每日表面温度幅度,冬季仿真中的9.6%。石墨改性HMA还具有1.5摄氏度的最大路面温度比德克萨斯州夏季的夏季日夏季的非修饰的HMA。这意味着改进的HMA具有改善的导热率,例如石墨改性的HMA,可有效地缓解热裂纹,车辙和城市热岛效果。此外,石墨改性HMA的改善的间接拉伸强度将带来额外的路面使用寿命。用于热导率和热容量范围的参数研究表明,通过选择高导电聚集体和石墨粉末,路面表面上的日常温度幅度可以减少至28.9%。

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