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Sensitivity of flexible pavement design to Michigan's climatic inputs using pavement ME design

机译:柔性路面设计对密歇根气候投入使用路面设计的敏感性

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Climate condition is an important factor that affects the performance of pavements and distress predictions using mechanistic-empirical analyses. This study aims to analyse the sensitivity of flexible pavement distress predictions to climatic inputs using the AASHTOWare Pavement ME Design software in the state of Michigan. Typical traffic parameters, pavement structures and material properties for the state of Michigan were used as inputs for the analysis of flexible pavement performance. Six representative sites geographically distributed throughout Michigan and two typical traffic levels (high and medium) were incorporated in a comprehensive analysis of the effects of climate on flexible pavement performance predictions. A normalised sensitivity index was adopted to quantitatively evaluate the sensitivity of distress predictions to the five individual climatic variables: temperature, wind speed, precipitation, percent sunshine and relative humidity. The results of this study showed that the prediction of flexible pavement performance in Michigan is most sensitive to changes in temperature with other climatic factors such as wind speed, percent sunshine, precipitation and relative humidity impacting predictions to a lesser extent. Higher temperature and percent sunshine at a given location increased rutting and International Roughness Index (IRI) predictions, but reduced the likelihood of fatigue cracking. An increase in wind speed or precipitation reduced rutting and IRI predictions, but increased fatigue cracking predictions. Ambient relative humidity had a negligible effect on all flexible pavement distress predictions. These findings provide insights into the sensitivity of flexible pavement designs under different climate conditions. The sensitivity results are also beneficial for the Michigan Department of Transportation as they seek to improve the existing climatic files in PMED through evaluation of new climatic data sources.
机译:气候条件是利用机械实证分析影响路面和痛苦预测性能的重要因素。本研究旨在利用Michigan状态的AASHTOWARE LAPEMENT ME设计软件分析灵活的路面痛苦预测对气候投入的敏感性。密歇根州的典型交通参数,路面结构和材料特性被用作柔性路面性能分析的输入。在整个密歇根州和两个典型的交通平面(高中和中)的六个代表性地区综合分析了气候对柔性路面性能预测的影响。采用了归一化的敏感性指数来定量评估遇险预测对五种个人气候变量的敏感性:温度,风速,降水,阳光百分比和相对湿度。该研究的结果表明,密歇根州柔性路面性能的预测对温度的变化最敏感,其他气候因素如风速,阳光,降水和相对湿度影响预测到较小程度。在给定位置的较高温度和阳光百分比增加了车辙和国际粗糙度指数(IRI)预测,但降低了疲劳裂缝的可能性。风速或降水量的增加减少了车辙和IRI预测,而是增加了疲劳裂缝预测。环境相对湿度对所有灵活的路面痛苦预测具有可忽略的影响。这些调查结果在不同气候条件下提供了柔性路面设计的敏感性的见解。灵敏度结果对密歇根州的交通部也有利于他们寻求通过评估新的气候数据来源来改善PME中的现有气候档案。

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