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Evaluation of three nondestructive testing techniques for quality assessment of asphalt pavements

机译:三种无损检测技术评价沥青路面质量评估

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摘要

This study evaluates three nondestructive testing (NDT) techniques for quality assessment of asphalt pavements. The three NDT techniques examined include an electromagnetic density gauge, a dynamic stiffness gauge, and geophysical surface wave tests for measuring modulus. In-situ NDT tests were carried out for four representative paving projects covering a range of asphalt mixes and traffic loads, and cores were extracted at the centre of each NDT testing location for laboratory measurement of density and modulus. A comprehensive correlation analysis was carried out to examine the performance of each NDT method for quantifying the quality of the asphalt pavements. The in-situ density had a low correlation with the laboratory density and was not sensitive to variations in temperature and asphalt mix type. The in-situ stiffness measured on the asphalt mixtures several hours after paving had a high correlation with the in-situ dynamic modulus and laboratory density, and is therefore recommended as a quantitative property for quality control. Among the three NDT measurements, the in-situ modulus was most sensitive to variations in temperature and asphalt mix type. After correction for temperature effects, the corrected modulus is recommended as a quantitative property for quality assurance.
机译:本研究评估了三种无损检测(NDT)技术,用于沥青路面的质量评估。检查的三种NDT技术包括电磁密度计,动态刚度计和用于测量模量的地球物理表面波测试。对覆盖一系列沥青混合物和交通负荷的四个代表性铺路工程进行了原位NDT测试,并且在每个NDT测试位置的中心提取了核心的密度和模量的核心。进行了全面的相关性分析,以检查每种NDT方法的性能,用于量化沥青路面质量。原位密度与实验室密度的低相关性,对温度和沥青混合类型的变化不敏感。铺路后几个小时在沥青混合物上测量的原位刚度与原位动态模量和实验室密度具有高的相关性,因此建议作为质量控制的定量性质。在三种NDT测量中,原位模量对温度和沥青混合类型的变化最敏感。在校正温度效应后,建议校正的模量作为质量保证的定量性质。

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