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Automatic Pavement Crack Detection and Classification Using Multiscale Feature Attention Network
DOI:10.1109/ACCESS.2019.2956191.png)
摘要
En 中文
Pavement crack detection and characterization is a fundamental part of road intelligent maintenance systems. Due to the high non-uniformity of cracks, topological complexity, and similar noise from crack texture, the challenge arises in this domain with automated crack detection and classification in a complex environment. In this work, an overarching framework for a universal and robust automatic method that simultaneously characterizes the type of crack and its severity level was developed. For crack detection, we propose a novel and efficient crack detection network that captures the crack context information by establishing a multiscale dilated convolution module. On this foundation, an attention mechanism is introduced to further refine the high-level features. Moreover, the rich features at different levels are fused in an upsampling module to generate more detailed crack detection results. For crack classification, a novel characterization algorithm is developed to classify the type of crack after detection. The crack segment branches are then merged and classified into four types: transversal, longitudinal, block, and alligator; the severity levels of cracks are assessed by calculating the average width and distance between the crack branches. The proposed crack detection method effectively detects crack information in a complex environment, and achieves the current state-of-the-art accuracy. Compared to manual classification results, the classification accuracy of transversal and longitudinal cracks is higher than 95%, and the classification accuracy of block and alligator is above 86%.
Keyword:
Pavement crack detection
crack classification
convolutional neural network
multiscale feature extraction
attention mechanism
AI总结
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期刊
IF:
3.6
论文数:
9.8W
被引数:
29.4W
机构
引用论文
Automatic Pixel-Level Pavement Crack Detection Using Information of Multi-Scale Neighborhoods
IEEE ACCESS
IF3.6
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