Deep Learning–Based Few-Shot Method for Detection and Evaluation of Tunnel Overbreak and Underbreak

Accurate quantification of overbreak and underbreak is essential for tunnel quality, cost, and stability. Point-cloud methods struggle with sparse labels, heavy site noise, and strict profile continuity. We introduce a three-dimensional (3D)–constrained, multidomain augmentation framework that expands few-shot data while keeping engineering fidelity. We propose a tunnel-aware pipeline with three contributions: (1) a 3D-constrained, multidimensional augmentation that enlarges few-shot data while preserving annular continuity and realistic site disturbances; (2) a geometry- and density-aware network tailored to tunnel point clouds; and (3) a scale-coupling scheme that aligns augmentation perturbations with the network’s receptive fields. On a challenging in situ dataset, the method reaches 88.0% accuracy, outperforming iterative closest point (ICP) + moving least squares (MLS) and vanilla PointNet++ by 36.0% and 9.5%, respectively. Ablations attribute an 18.4% gain to geometric augmentation and a further 3.1% to the dynamic attention module. The framework is robust under few labels and high noise, enabling practical, real-time monitoring with transfer potential to other underground inspections.

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Publication Details

Journal
Journal of Computing in Civil Engineering
Published
2026-05-17
DOI
https://doi.org/10.1061/jccee5.cpeng-7391
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
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article

Deep Learning–Based Few-Shot Method for Detection and Evaluation of Tunnel Overbreak and Underbreak

Aoxiong Dai, Dengxing Qu, Liangjun Wang, Xinping Li et al.
Journal of Computing in Civil Engineering
Tunneling and Rock Mechanics
article

Deep Learning–Based Few-Shot Method for Detection and Evaluation of Tunnel Overbreak and Underbreak

Aoxiong Dai, Dengxing Qu, Liangjun Wang, Xinping Li, Haojie Cui, Zichen Shang, Peng Du
article en

Abstract

Accurate quantification of overbreak and underbreak is essential for tunnel quality, cost, and stability. Point-cloud methods struggle with sparse labels, heavy site noise, and strict profile continuity. We introduce a three-dimensional (3D)–constrained, multidomain augmentation framework that expands few-shot data while keeping engineering fidelity. We propose a tunnel-aware pipeline with three contributions: (1) a 3D-constrained, multidimensional augmentation that enlarges few-shot data while preserving annular continuity and realistic site disturbances; (2) a geometry- and density-aware network tailored to tunnel point clouds; and (3) a scale-coupling scheme that aligns augmentation perturbations with the network’s receptive fields. On a challenging in situ dataset, the method reaches 88.0% accuracy, outperforming iterative closest point (ICP) + moving least squares (MLS) and vanilla PointNet++ by 36.0% and 9.5%, respectively. Ablations attribute an 18.4% gain to geometric augmentation and a further 3.1% to the dynamic attention module. The framework is robust under few labels and high noise, enabling practical, real-time monitoring with transfer potential to other underground inspections.

Journal of Computing in Civil EngineeringVol. 40(5)
Wuhan University of Technology (CN), Third Way (US), Gezhouba Group (China) (CN), China Communications Construction Company (China) (CN), Sanya University (CN), Wuhan University of Science and Technology (CN)
Openalex Percentile: Top 9%
Tunneling and Rock Mechanics
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