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A Hybrid Method Applied to Improve the Efficiency of Full-Waveform Inversion for Pavement Characterization
Jingwei Zhang1,2,3, Shengbo Ye4,5, Li Yi6
1School of Electronic, Electrical and Communication Engineering, University of Chinese Academy of Sciences, Beijing 100149, China. zhangjingwei14@mails.ucas.ac.cn.
A new hybrid method improves pavement layer analysis using ground-penetrating radar (GPR). This approach accurately estimates thin layer thickness and permittivity, overcoming signal overlap issues common in nondestructive testing.
Area of Science:
- Geophysics
- Civil Engineering
- Nondestructive Testing
Background:
- Ground-penetrating radar (GPR) is a nondestructive testing tool for pavement layer analysis.
- Estimating thin pavement layers is challenging due to overlapping reflected pulses.
- Existing methods struggle with accuracy and efficiency for thin layer characterization.
Purpose of the Study:
- To develop an efficient and accurate method for estimating pavement layer thickness and permittivity using GPR.
- To address the limitations of conventional methods in analyzing thin pavement layers.
- To improve the full-waveform inversion process for GPR data.
Main Methods:
- A hybrid method combining multilayer perceptrons (MLPs) and a local optimization algorithm was proposed.
- MLPs provide initial estimates of thickness and permittivity in the first stage.
- These estimates initialize a full-waveform inversion algorithm in the second stage.
Main Results:
- The hybrid method significantly reduced the number of objective function calculations required for inversion (30 vs. 450).
- Applied to simulated data, the hybrid method achieved high inversion precision.
- Analysis of measured data yielded a thickness estimation error of only 1.2 mm.
Conclusions:
- The proposed hybrid method demonstrates high efficiency and accuracy in estimating the thickness and permittivity of thin pavement layers.
- This approach effectively resolves the problem of overlapping pulses in GPR analysis.
- The method offers a significant improvement over conventional techniques for GPR-based pavement assessment.
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