A multi‐degree‐of‐freedom monitoring method for slope displacement based on stereo vision

Authors:
raw_author_name: Jun Peng
raw_affiliation_string: Center for Railway Infrastructure Smart Monitoring and Management Central South University Hunan China; Department of Civil Engineering Central South University Hunan China
raw_author_name: Wenbo Hu
raw_affiliation_string: Department of Civil Engineering Central South University Hunan China
raw_author_name: Jin Wang
raw_affiliation_string: Department of Civil Engineering Central South University Hunan China
raw_author_name: Xinyue Xu
raw_affiliation_string: Department of Civil Engineering Central South University Hunan China
raw_author_name: Shi Qiu
raw_affiliation_string: Department of Civil Engineering Central South University Hunan China; Department of Transportation Guangxi Provincial Government Guangxi China

Abstract: Abstract Three‐dimensional displacement monitoring over long distances has been a long‐standing concern in the structural health monitoring industry. In this study, a multi‐degree‐of‐freedom slope displacement monitoring method is developed by fusing computer vision and the 3D point triangulation method. Attributed to this method, the problems of outdoor binocular camera calibration, multi‐target mismatching, and outdoor illumination effects were solved. First, a two‐stage camera calibration method is proposed to accurately calibrate intrinsic and extrinsic camera parameters under a large field of view and long working distance conditions. Second, the adaptive spatial‐frequency method is proposed to calculate the coding and pixel coordinates of the monitored target. In this step, to solve the problem of mismatching monitored points in different camera frames, the Augmented Reality University of Cordoba code is introduced to provide a unique identity code for each monitored point. To mitigate the impact of illumination and other factors on pixel coordinate calculation, an adaptive pixel coordinate calculation method that combines information from the spatial and frequency domains is proposed., Third, based on the intrinsic and extrinsic parameters of the stereo camera and the pixel coordinates of the monitored points, the 3D coordinates of the monitored points are obtained through triangulation. Finally, the accuracy experiments and stability experiments are conducted. According to the results of the experiments, the measurement distance is positively correlated with the measurement error. And the baseline length is negatively correlated with the measurement error in the z ‐direction. Ultimately, we suggest that the ratio of baseline length to measurement distance should be greater than 40%. When the recommended value is satisfied, the measurement error is less than 1 mm when the measurement distance is less than 40 m. When the measurement distance is equal to 90 m, the measurement error is less than 5 mm. Meanwhile, stability experiments of the algorithm were carried out, and in a period of outdoor validation experiments, the fluctuations were only sub‐millimeter, demonstrating good anti‐interference performance. Moreover, the method proposed in this study successfully monitored a landslide disaster in Guangxi, which demonstrated its outstanding practical application capabilities.