Aug 2026· Infrastructures· Vol 11, pp. 300· 0 citations· 37 references
Abstract
Closed-circuit television (CCTV)-based inspection provides limited depth information and cannot directly quantify the three-dimensional geometry of drainage-pipeline defects. Moreover, the scarcity of annotated point-cloud data and the topological artifacts produced by conventional surface-reconstruction methods hinder automated condition assessment. This study presents a point-cloud-based framework for 3D inspection and volume quantification of concrete drainage-pipeline defects. WCPC-GAN expands the available defect data; PointNeXt segments the point clouds; and a RANSAC-constrained, density-adaptive Alpha Shape method reconstructs the defect surface for volume integration. The framework was evaluated using 15 independently fabricated circular, triangular, and rectangular defects, with reference volumes obtained through repeated water-displacement measurements. The proposed reconstruction achieved mean volume accuracies of 96.32 ± 0.67%, 96.78 ± 0.60%, and 96.86 ± 0.37%, respectively, and exceeded a contemporary CAP-UDF baseline by 1.62, 2.68, and 3.06 percentage points. Paired-bootstrap analysis estimated an overall error reduction of 5.56 percentage points over conventional Alpha Shape (95% confidence interval: 5.17–5.97). Synthetic augmentation also increased PointNeXt performance on the fixed real-only test set from 92.52% accuracy and 83.53% mIoU to 94.53% and 89.98%, respectively. The results support physically calibrated defect-volume assessment under controlled experimental conditions.
To address the low efficiency and operator dependence inherent in traditional methods for measuring asphalt pavement mean texture depth (MTD), this paper proposes a digital evaluation method based on three-dimensional (3D) point-cloud data. Pavement point clouds are acquired using a self-developed binocular vision syst...
Surface inspection in continuous steel-pipe production is increasingly expected to provide timely and traceable quality information for downstream review and disposition, rather than only identifying visible defects. This requirement becomes challenging when changes in pipe specification simultaneously alter point-clou...
De-Long Zhao, He-Yu Zhang, Zi-Jie Huang et al.· Journal of Manufacturing and...· 0 citations
Annular fillet welds on guide rods lie in stress concentration zones and are susceptible to fatigue failure under dynamic suspension loads, necessitating accurate quality inspection. However, their complex three-dimensional topography makes it difficult for conventional methods to balance detection accuracy and efficie...
Reliable characterization of structural defects requires methods capable of resolving both directly observable surface damage and damage that is not visible from the inspected surface. This study presents two complementary non-contact, vision-based approaches for the detection and quantitative characterization of defec...
Timely bridge-deck pavement inspection must cover large areas while preserving the image detail needed to recognize local distress. This study develops a macro-to-micro workflow with separate LiDAR screening and YOLOv8s image-detection branches. Airborne LiDAR data from the Jingzhou Yangtze River Highway Bridge support...
Ya-Dong Huang, Ying Chang, Dian-Xin Deng et al.· Italian National Conference...· 0 citations
Complex steel structure construction requires stringent geometric accuracy control, yet conventional inspection workflows are often labor-intensive, discontinuous, and insufficient for capturing localized deviations on intricate members and joints. This paper investigates a 3D reconstruction and point cloud data proces...
Yu-Xiu Zhang· International Journal of Ima...· 0 citations
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