Measuring layer thicknesses with GPR - Theory to practice

被引:215
作者
Al-Qadi, IL
Lahouar, S
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[2] Inst Super Sci Appl & Technol Sousse, Sousse 4003, Tunisia
关键词
non-destructive testing; ground penetrating radar; pavement layer thickness estimation;
D O I
10.1016/j.conbuildmat.2005.06.005
中图分类号
TU [建筑科学];
学科分类号
0813 [建筑学];
摘要
Ground penetrating radar (GPR) technology has been used to assess pavement performance and structure for the past 30 years in a variety of ways. Yet after all this time, the main issue remains: How well does GPR work and under what conditions? Results show that GPR works well for some situations but not as well for others. It is not currently used on a routine basis by the Departments of Transportation in the US mainly because of difficulties encountered while interpreting GPR data. These difficulties are generally attributed to the fact that the GPR reflected signals that are collected depend largely on the a priori unknown dielectric properties of the structural materials. Additional difficulties arise from the fact that physically GPR cannot detect layers unless they have sufficiently dissimilar dielectric constants. In practice, GPR has been used primarily for pavement layer thickness estimation and moisture accumulation localization within the pavement layers. To improve GPR prediction capabilities, different data processing techniques have been developed that use the GPR reflected signal to estimate the dielectric properties of surveyed structures, thus determining their thicknesses. Other signal processing techniques have also been used successfully to enhance the quality of the GPR signal in order to increase the accuracy of the data interpretation results. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:763 / 772
页数:10
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