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Intelligent Compaction of Stabilized Subgrade of Flexible Pavement

机译:柔性路面稳定路基的智能压实

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The long-term performance of a flexible pavement largely depends on the compaction level achieved in different layers during construction. Traditionally, the compaction level of the subgrade is monitored through spot checking of moisture content and dry density at some discrete points. However, this type of quality control work does not cover the entire pavement and may leave under-compacted areas. These under-compacted areas could likely lead to early failure of the pavement structure. Therefore, it is necessary to develop a real-time compaction monitoring tool that can provide an accurate measurement of the compaction level of the entire pavement. Such measurements could be used to identify and remediate under-compacted areas and provide adequate support to asphalt layers constructed on top of the prepared subgrade. The application of the Intelligent Compaction Analyzer (ICA) for real-time monitoring of compaction of a stabilized subgrade is addressed in this paper. Four case studies demonstrating the successful application of the ICA are included. The compaction level of the stabilized subgrade was monitored in terms of ICA density and modulus. In each case study, it was found that ICA could estimate the compaction level with a reasonable accuracy. It was also found that the ICA modulus and nuclear density gauge (NDG) measured density exhibits a good correlation with R2 equal to 0.73.
机译:柔性路面的长期性能在很大程度上取决于施工过程中不同层的压实程度。传统上,路基的压实水平是通过在一些离散点进行水分含量和干密度的现场检查来监控的。但是,这种质量控制工作无法覆盖整个人行道,并且可能会留下压实区域。这些压实区域可能会导致人行道结构的早期破坏。因此,有必要开发一种实时压实监控工具,该工具可提供整个人行道的压实程度的准确测量。此类测量可用于识别和修复压实不足的区域,并为在准备好的路基顶部建造的沥青层提供足够的支撑。本文讨论了智能压实分析仪(ICA)在实时监控稳定路基压实中的应用。包括四个案例研究,这些案例证明了ICA的成功应用。根据ICA密度和模量监测稳定路基的压实程度。在每个案例研究中,都发现ICA可以以合理的准确度估算压实程度。还发现,ICA模量和核密度仪(NDG)测得的密度与R2等于0.73表现出良好的相关性。

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