EAAI Journal 2026 Journal Article
Automated crack measurement in slab tracks using deformable instance segmentation and boundary augmentation with unsupervised style transfer
- Wenbo Hu
- Zheng Wu
- Weidong Wang
- Xianhua Liu
- Jun Peng
Crack detection and measurement in slab tracks are critical for maintenance decision-making. Pre-trained deep learning segmentation models often struggle with cracking instances due to domain adaptation and data scarcity. This study proposes an instance segmentation framework incorporating dynamic snake convolution (DSConv) modules, combined with an unsupervised style transfer-based boundary augmentation strategy. The DSConv-enhanced architecture prioritizes linear crack features in cluttered backgrounds, while the augmentation introduces controlled perturbations to global pixels and local crack boundaries, generating structurally consistent diversified training samples. The results demonstrate that the deformable DSConv enhanced architecture achieves optimal mean average precision (mAP), improving segmentation performance by nearly 13 % compared to "fine-tuned Segment Anything Model". Its segmentation capability surpasses eight state-of-the-art models, especially for multiple intermittent microcracks. Furthermore, unsupervised style transfer-generated augmented data enhances crack instance segmentation performance by 10 % compared to non-augmented baselines, surpassing conventional methods including horizontal flipping and color jittering. Quantitative crack width distributions from segmentation-quantification analysis provide more comprehensive structural health insights than manual discrete-point measurements, facilitating precise maintenance decisions for railway infrastructure.