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Effects of preheating conditions on performance and workability of hot in-place recycled asphalt mixtures

机译:预热条件对热再生沥青混合料性能和可加工性的影响

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摘要

Pavement preheating is of great significance for hot in-place recycling technology. In this study, different preheating temperatures (100 degrees C, 120 degrees C and 150 degrees C) and heating times (60 min, 120 min and 180 min) were set to simulate different preheating conditions for recycled asphalt pavement materials. Rutting tests, low-temperature bending beam tests, and freeze-thaw tests were conducted to investigate the effect of the different heating temperatures on the overall performance of recycled asphalt mixtures. Direct shear tests and gyratory compaction were used to evaluate the bond strength between the old and recycled pavement layers and the workability of the regenerated mixtures under the various heating conditions, respectively. The results showed that the performance and workability of a new pavement surface are both significantly affected by the preheating conditions and that the minimum preheating temperature of 120 degrees C can guarantee good performance and workability of recycled asphalt mixtures. (C) 2019 Elsevier Ltd. All rights reserved.
机译:路面预热对于现场热回收技术具有重要意义。在这项研究中,设置了不同的预热温度(100摄氏度,120摄氏度和150摄氏度)和加热时间(60分钟,120分钟和180分钟)来模拟再生沥青路面材料的不同预热条件。进行了车辙试验,低温弯曲梁试验和冻融试验,以研究不同加热温度对再生沥青混合物的整体性能的影响。直接剪切试验和旋转压实分别用于评估旧路面层和再生路面层之间的粘结强度以及在各种加热条件下再生混合物的可加工性。结果表明,新路面的性能和可加工性都受到预热条件的显着影响,最低预热温度为120摄氏度可以保证再生沥青混合料的良好性能和可加工性。 (C)2019 Elsevier Ltd.保留所有权利。

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