Pavement Defect Detection Based on Ground Penetrating Radar and Deep Active LearningSource: Journal of Infrastructure Systems:;2025:;Volume ( 031 ):;issue: 003::page 04025016-1DOI: 10.1061/JITSE4.ISENG-2570Publisher: American Society of Civil Engineers
Abstract: Deep learning can assist ground penetrating radar (GPR) to accurately identify the internal defects of airport track structure. However, deep learning often requires many annotated samples. For this purpose, a deep active learning (DAL) method with multiple selection criteria has been proposed for defect detection. In addition, a color data set which found data annotation easier in this case, was created, and the model trained with color images improved performance by about 1% compared with the model trained with the original grayscale images. Subsequently, the selection strategies based on entropy, least confidence, and a combined criterion were proposed as an active learning mechanism. The experimental results indicated that when 443 training images were used, the model using the least confidence-based selection strategy achieved a mean average precision (mAP) of 87.50%, and the model using the combined criteria-based selection strategy achieved a mAP of 87.56%. However, the detection model using entropy-based selection strategy used 393 training images to achieve a mAP of 88.06%, which was superior to the other two selection strategies, and the number of training samples was only 53% of that of the initial model. Overall, DAL could achieve similar model performance to traditional deep learning while reducing annotation costs by 47%. This method has a detection speed of 96 frames per second, which meets the requirements of engineering applications for detecting defects in airport pavements.
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contributor author | Li Li | |
contributor author | Binyu Wang | |
contributor author | Yang Zhang | |
contributor author | Qi Feng | |
date accessioned | 2025-08-17T22:50:03Z | |
date available | 2025-08-17T22:50:03Z | |
date copyright | 9/1/2025 12:00:00 AM | |
date issued | 2025 | |
identifier other | JITSE4.ISENG-2570.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4307519 | |
description abstract | Deep learning can assist ground penetrating radar (GPR) to accurately identify the internal defects of airport track structure. However, deep learning often requires many annotated samples. For this purpose, a deep active learning (DAL) method with multiple selection criteria has been proposed for defect detection. In addition, a color data set which found data annotation easier in this case, was created, and the model trained with color images improved performance by about 1% compared with the model trained with the original grayscale images. Subsequently, the selection strategies based on entropy, least confidence, and a combined criterion were proposed as an active learning mechanism. The experimental results indicated that when 443 training images were used, the model using the least confidence-based selection strategy achieved a mean average precision (mAP) of 87.50%, and the model using the combined criteria-based selection strategy achieved a mAP of 87.56%. However, the detection model using entropy-based selection strategy used 393 training images to achieve a mAP of 88.06%, which was superior to the other two selection strategies, and the number of training samples was only 53% of that of the initial model. Overall, DAL could achieve similar model performance to traditional deep learning while reducing annotation costs by 47%. This method has a detection speed of 96 frames per second, which meets the requirements of engineering applications for detecting defects in airport pavements. | |
publisher | American Society of Civil Engineers | |
title | Pavement Defect Detection Based on Ground Penetrating Radar and Deep Active Learning | |
type | Journal Article | |
journal volume | 31 | |
journal issue | 3 | |
journal title | Journal of Infrastructure Systems | |
identifier doi | 10.1061/JITSE4.ISENG-2570 | |
journal fristpage | 04025016-1 | |
journal lastpage | 04025016-17 | |
page | 17 | |
tree | Journal of Infrastructure Systems:;2025:;Volume ( 031 ):;issue: 003 | |
contenttype | Fulltext |