Evaluation Index of Asphalt Pavement Temperature Segregation Based on Ground Penetrating Radar and Infrared Thermal Imager
编号:869 访问权限:仅限参会人 更新:2021-12-03 10:31:11 浏览:86次 张贴报告

报告开始:2021年12月17日 23:40(Asia/Shanghai)

报告时间:15min

所在会场:[T2] Track II Transportation Infrastructure Engineering [S2-4] Simulation and Characterization on Transportation Materials

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摘要
Abstract:The influence of temperature segregation on the performance of asphalt pavement is analyzed.Ground penetrating radar (GPR) is used to measure the travel time of electromagnetic waves on asphalt pavement.Measuring the void ratio of the samples obtained from the drill core.Establishing a mathematical model for the void ratio of asphalt pavement and the two-way travel time of electromagnetic waves.Infrared thermal imager was used to measure the temperature of asphalt pavement during paving and rolling.The results were compared with the voids measured by GPR.Exploring the influence of temperature segregation on asphalt pavement during actual construction.Based on the technical means of asphalt pavement construction quality monitoring, the evaluation index and criterion of asphalt pavement gradation segregation degree are proposed. Key words: temperature segregation;ground penetrating radar;two-way travel time;the void ratio;Infrared thermal imager
关键词
CICTP
报告人
Songchun Mao
Chang'an University

稿件作者
Songchun Mao Chang'an University
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重要日期
  • 会议日期

    12月17日

    2021

    12月20日

    2021

  • 12月16日 2021

    报告提交截止日期

  • 12月24日 2021

    注册截止日期

主办单位
Chinese Overseas Transportation Association
Chang'an University
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