Oct 2026· IEEE Sensors Journal· Vol 26, pp. 28487-28500· 0 citations· 39 references
Abstract
Surface cracks are critical macroscopic indicators of landslide initiation and progressive deformation, yet most monitoring methods emphasize crack width while ignoring vertical, tensile, and shear displacement data. To overcome this, a stereo vision-based method is proposed for noncontact tri-axial displacement monitoring of landslide surface cracks. The method integrates a binocular camera with synchronized triggering, a mounting unit, and an image-processing algorithm. The image-processing algorithm combines semi-global block matching (SGBM)-based disparity reconstruction for vertical displacement, Canny edge detection with medial-axis transform (MAT)-based centerline extraction for tensile displacement, and marker recognition and tracking with coordinate transformation for shear displacement. In addition, laboratory validation, optimization, and environmental sensitivity tests were conducted. The results demonstrate that the proposed stereo vision method can reliably and linearly measure vertical, tensile, and shear crack displacements with high accuracy, with measurements closely following the 1:1 reference trend across the tested ranges. When the object distance was 100–120 cm, all displacement components achieved their optimal measurement accuracy, whereas errors increased at both shorter and longer object distances. Environmental sensitivity tests identified a soil moisture content (SMC) of 40%, an illuminance of 2000 lx, and a dynamic shadow ratio below 60% as favorable conditions, while tensile displacement was more sensitive than vertical displacement to moisture and lighting variations.
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...
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...
Similar material simulation is a primary experimental approach for studying strata movement and deformation. With increasing research depth, continuous monitoring of deformation in similar material models is urgently needed to obtain the corresponding relationships between underground mining and overburden and surfac...
Li Linghu, Jian-Feng Zha, A. Preusse et al.· Measurement science and tech...· 0 citations
Introduction.
Regular road surface monitoring is essential for an objective assessment of road conditions and timely intervention to combat emerging deformations. Traditional survey methods have long been limited to visual inspection, while developing pavement microcracks could remain undetected for a long time,...
L. Pronina, V. L. Bykov, A. A. Fedorovsky et al.· The Russian Automobile and H...· 0 citations
The joint quality of prefabricated buildings directly determines structural performance. To realise the automatic positioning of concrete pouring equipment for small-size joints in prefabricated buildings, this paper develops an intelligent positioning system integrating YOLOv5 object detection and binocular vision ran...
Shu-Hao Gu· Journal of Engineering Resea...· 0 citations
Structural displacement monitoring is essential for evaluating the safety and performance of civil infrastructure. This paper presents a monocular-vision-based displacement monitoring system consisting of an industrial camera, a telephoto lens, and a specially designed artificial target. A displacement calculation meth...
Lei Xing, Chong-Lun Yue· International Conference on...· 0 citations
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