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Effect of carbon fillers on electrical and road properties of conductive asphalt materials

机译:碳填料对导电沥青材料的电气和路用性能的影响

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摘要

The electrical and road properties of asphalt materials were modified using different conductive materials, such as graphite and carbon fiber. The material property changes were studied using DMA (Dynamic Machine Analysis) testing, wheel track rutting testing, Marshall stability testing, splitting testing, and electrical property characterizing testing. The results showed decreases in the storage modulus and the loss modulus of the asphalt binders at low temperature when the graphite content was less than 30%. The modulus reached maximum values when the graphite content equaled 40%. Additional graphite reduced the storage modulus and loss modulus of the asphalt binders. With increased graphite content, the peak phase angle shifted from low to high temperature, which showed an increase in the glass transition temperature. The glass transition temperature can be used in the evaluation of the low temperature properties of the asphalt binder and the asphalt mixture. With the addition of 40% graphite and 0.3% carbon fiber by weight to the asphalt mixture, the resistance of the asphalt mixture decreased from ∞ to 835 Ω, the Marshall stability increased by 4%, the split strength increased by 18%, and the dynamic stability increased by 78%. However, excessive carbon fiber or too little carbon fiber did not increase pavement strength. In the indirect tensile testing, the evolution processes of the resistivity of the composites were found to have four periods: a reversible sensing period, a balance period, a steadily increasing period, and a sharply increasing period. The four periods correspond to different interior structures of the material, which show that damage and crack self-monitoring is feasible in conductive asphalt mixture.
机译:使用不同的导电材料(例如石墨和碳纤维)来修改沥青材料的电气和道路性能。使用DMA(动态机器分析)测试,轮距车辙测试,马歇尔稳定性测试,劈裂测试和电特性测试来研究材料性能的变化。结果表明,当石墨含量低于30%时,低温下沥青粘合剂的储能模量和损耗模量降低。当石墨含量等于40%时,模量达到最大值。额外的石墨降低了沥青粘合剂的储能模量和损耗模量。随着石墨含量的增加,峰相角从低温转变为高温,这表明玻璃化转变温度升高。玻璃化转变温度可用于评估沥青粘合剂和沥青混合物的低温性能。在沥青混合料中添加40%重量比的石墨和0.3%碳纤维,沥青混合料的电阻从∞降低到835Ω,马歇尔稳定性提高4%,劈裂强度提高18%,动态稳定性提高了78%。但是,过多的碳纤维或太少的碳纤维都不会增加路面强度。在间接拉伸试验中,发现复合材料的电阻率的演化过程具有四个时期:可逆的传感时期,平衡时期,稳定增长时期和急剧增长时期。这四个周期对应于材料的不同内部结构,表明在导电沥青混合料中损坏和裂缝自我监测是可行的。

著录项

  • 来源
    《Construction and Building Materials》 |2014年第15期|301-306|共6页
  • 作者单位

    School of Civil Engineering, Central South University, Changsha 410075, China;

    School of Civil Engineering, Central South University, 22# Shaoshan South Road, Changsha 410075, Hunan Province, China,Key Laboratory of Road Structure and Material of Ministry of Transport, Changsha 410004, China;

    State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China;

    School of Civil Engineering, Central South University, Changsha 410075, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Conductive asphalt materials; Storage modulus; Phase angle; Electrical properties; Self-monitoring;

    机译:导电沥青材料;储能模量相位角;电气性能;自我监控;

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