冷就地再生基层路面结构的长期性能研究

A. Vaitkus, J. Gražulytė, Andrius Baltrušaitis, J. Židanavičiūtė, D. Čygas
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引用次数: 5

摘要

设计和维护得当的沥青路面可以使用10至25年,在此之后必须进行修复。冷就地回收比其他所有的修复方法都要优先,因为它不需要预热和运输回收的沥青路面。对冷再生混合料的性能进行了多项研究;然而,目前还不清楚整个路面结构(覆盖沥青混合料的冷再生沥青路面)的性能如何取决于粘合剂。本研究的主要目的是评估冷就地再生沥青路面的性能,考虑粘合剂(泡沫沥青与水泥混合或仅与水泥混合),并找出哪种粘合剂能产生最佳的路面性能。分析了2000年、2003年和2005年修复的三个路段。根据2013年和2017年的国际粗糙度指数、车辙深度和路面表面损伤对整个路面结构的性能进行了评估。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Long-Term Performance of Pavement Structures with Cold In-Place Recycled Base Course
Properly designed and maintained asphalt pavements operate for ten to twenty-five years and have to be rehabilitated after that period. Cold in-place recycling has priority over all other rehabilitation methods since it is done without preheating and transportation of reclaimed asphalt pavement. Multiple researches on the performance of cold recycled mixtures have been done; however, it is unclear how the entire pavement structure (cold recycled asphalt pavement overlaid with asphalt mixture) performs depending on binding agents. The main objective of this research was to evaluate the performance of cold in-place recycled asphalt pavements considering binding agents (foamed bitumen in combination with cement or only cement) and figure out which binder leads to the best pavement performance. Three road sections rehabilitated in 2000, 2003, and 2005 were analysed. The performance of the entire pavement structure was evaluated in terms of the International Roughness Index, rut depth, and pavement surface distress in 2013 and 2017.
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