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Aging Kinetics Study of Warm mix asphalt based on Softening Point

机译:基于软化点的温拌沥青老化动力学研究

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摘要

Warm mix asphalt is a kind of material with high resource-conserving and low emissions and it is widely used because of its many advantages such as environment-friendly and resources conservation. In order to indicated the aging process and evaluate the aging resistance of warm mix asphalt, softening points of different base asphalt and warm mix asphalt in aging process are studied via the thin film oven test respectively. Then, taking softening point as a parameter, the aging kinetics model is established and the kinetics parameters are also calculated to reflect the aging performance of different asphalts. It is indicated that warm mix asphalt has larger activation energies and lower reaction rate constant than those of base asphalt, and the characteristics of warm mix asphalt after aging are better than those of base asphalt. The aging behavior of warm mix asphalt could be well evaluated by aging kinetics model.
机译:温拌沥青是一种资源节约,排放低的材料,因其具有环保,节约资源等诸多优点而被广泛使用。为说明老化过程并评价温拌沥青的抗老化性,分别通过薄膜烘箱试验研究了不同基础沥青和温拌沥青在老化过程中的软化点。然后,以软化点为参数,建立了老化动力学模型,并计算了动力学参数以反映不同沥青的老化性能。结果表明,温拌沥青比基沥青具有更大的活化能和较低的反应速率常数,熟化后的温拌沥青的性能要优于基沥青。通过老化动力学模型可以很好地评估温拌沥青的老化行为。

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