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Phased Evaluation Theory and Study on Adhesion between Asphalt and Stone Based on Surface Energy Theory

机译:基于地表能理论的沥青与石材粘附性评价理论与研究

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As for the existing surface energy adhesion theories which are used to evaluate asphalt and stone's adhesive performance quantitatively, they are either dealing with the interface between solid asphalt and solid stone which can not adhere according to the formulas and definitions in process of adhesion or else roughly characterizing the solid asphalt and stone's adhesion properties with the adhesion index of heated asphalt and solid stone. So according to the forming process of asphalt mixture, this paper puts forward the method and principle to evaluate asphalt and stone's adhesion based on the surface energy theory. It evaluates the adhesion properties of asphalt and stone under hydrous and anhydrous conditions respectively. In the anhydrous condition, we choose contact angle and the Gibbs free energy of failure stage as the indexes of evaluating asphalt - stone interface's adhesion properties, while the materials under the hydrous condition, we select cohesional work, contact angle, Gibbs free energy as the indexes of evaluating asphalt-stone system's resistance of moisture.
机译:至于用于定量评估沥青和石材粘合性能的现有表面能粘合理论,它们要么处理固体沥青和实心石之间的界面,其都不会根据配方和粘附过程中的方法而粘附,或者粗略地用加热沥青和实心石的粘附指数表征固体沥青和石头粘附性能。因此,根据沥青混合料的成型方法,本文提出了评估沥青和石材基于表面能理论的粘附方法的方法和原理。它分别评估含水和无水条件下沥青和石头的粘附性能。在无水条件下,我们选择接触角和吉布斯自由能量的失效阶段作为评价沥青 - 石界面的粘附性的指标,而材料在含水条件下,我们选择凝聚力,接触角,吉布斯自由能评估沥青石系统水分抗性的指标。

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