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Introducing the critical aging point (CAP) of asphalt based on its restoration capacity

机译:基于恢复能力引入沥青的关键老化点(帽)

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This study introduces a critical aging point (CAP) for asphalt binder beyond which rejuvenation of aged asphalt binder is not effective. To do so, we determined the effect of aging on the restoration capacity of asphalt binder via both computational modeling and laboratory experiments. Evaluation was done based on the extent of change in the thermo-mechanical properties of asphalt binder as it goes through the processes of aging and rejuvenation. Our molecular-level analysis showed that as aging progressed, the binding energy of asphaltene monomers increased, leading to an increase in the size of asphaltene nanoaggregates. The latter increase in intermolecular interactions was supported by our laboratory experiments showing an increase in shear thinning as aging progressed. It was also found that aging continuously increased the crossover modulus, Glover-Rowe parameter, stiffness, and critical cracking temperature; aging continuously decreased the stress relaxation capacity, healing index, and thermal conductivity. The rate of change in binder properties was high at the beginning of aging and slowed down as aging progressed. Initially, oxidation mechanism dominates, however in latter stages aromatization and carbonation dominate. The rejuvenator effectively restored aged aspha however, the rejuvenator's efficacy diminished as aging progressed, to a point that it had only a marginal effect on asphalt binder aged beyond 80 h (equivalent to 2nd or 3rd generation RAP depending on pavement location and sun intensity). This is especially critical since with the increasing use of RAP in new pavements, road authorities soon will be dealing with second, third, fourth, and older generations of RAP. The study outcomes further highlight the importance of accounting for the age of as received RAP; for instance, RAP in states with high temperature and high sun intensity are aged more than RAP in milder climates. The results emphasize that adjusting the age of the RAP using a rejuvenator before each recycling stage is critical to avoid reaching and passing the CAP beyond which rejuvenation is not effective. Such adjustment also allows for implementation of a uniform RAP application guideline regardless of the location and source of the RAP. (C) 2021 Elsevier Ltd. All rights reserved.
机译:对于沥青这项研究引入了一个临界点的老化(CAP),超过该年龄沥青结合料的复兴,是无效的。要做到这一点,我们决定在同时通过计算模拟和实验室实验沥青的恢复能力老化的作用。评价,因为它经过老化和回春的处理基于在沥青粘合剂的热机械性质变化的程度已完成。我们的分子水平的分析表明,如老化的进展,沥青质的单体的结合能增加,从而导致增加的沥青质纳米聚集体的尺寸。在分子间的相互作用,后者增加了我们的实验室试验显示衰老进展的剪切稀化增加的支持。还发现连续老化增加了交叉模量,格洛弗-罗维参数,刚度和临界裂化温度;连续地降低老化的应力松弛能力,愈合指数,和热传导率。在粘合剂性能变化率是高在老化的开始,减缓老化的进展。最初,氧化机理占主导地位,但在后期芳构化和碳化占据主导地位。的回春有效恢复老化沥青;然而,回春的功效减小由于老化的进展,到一个点,它有粘合剂老化超过80 H于沥青只有边际效应(相当于取决于路面的位置和太阳强度第二或第三代RAP)。这一点尤其重要,因为在新的路面越来越多地使用RAP的,公路主管部门尽快将处理第二,第三,第四和RAP的老一代。该研究成果进一步凸显占所收到RAP年龄的重要性;例如,RAP与高温和高太阳强度状态是年龄超过RAP在温和的气候。结果强调,调整使用回春之前每个再循环阶段是关键的,以避免达到并传递CAP超过该回春不是有效的RAP的年龄。这样的调整也允许实现均匀的RAP应用准则无论RAP的位置和源的。 (c)2021 elestvier有限公司保留所有权利。

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