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Corresponding Author

李荻,女,博士,讲师.E-mail:[email protected]

Abstract

Three-dimensional ground penetrating radar (3D GPR ) has important application value in the detection of looseness diseases in road base course due to its advantages of high efficiency and non-destructive testing. However, the existing methods mainly rely on two-dimensional profile analysis, which is difficult to accurately identify the spatial distribution of diseases, and the interpretation of radar data is subject to multiplicity, which affects the detection accuracy and engineering application. Based on the GprMax and Matlab platforms, this paper used the finite-difference time-domain (FDTD ) method to carry out forward modeling, and combined the laboratory experiments and the measured data of the Rizhao‒Lankao Expressway project to extract the disease signal characteristics from three dimensions:time domain, frequency domain, and time-frequency domain, so as to optimize the disease interpretation method. The results show the following:① The time-domain characteristic values of looseness diseases decrease with the increase of disease degree. In the frequency domain, the mean, standard deviation, and root mean square decrease, while the skewness increases. The signal energy of the high-frequency band (1.3‒1.8 GHz ) increases, and the frequency distribution range expands;② The radar profile shows that the event disorder and highlight anomaly are enhanced in the looseness disease area, and the signal energy increases with the increase of disease degree, which is consistent with the analysis results of time-frequency characteristics;③ The results of laboratory experiments and engineering measurements are highly consistent with the forward modeling results, which verifies the reliability of the forward modeling method. The research results can provide technical support for the accurate identification and interpretation of diseases in road base course, and improve the application value of ground penetrating radar in the disease detection and maintenance management in road engineering.

Publication Date

10-29-2026

DOI

10.14048/j.issn.1671-2579.2026.05.011

First Page

103

Last Page

113

Submission Date

October 2026

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