Abstract
To overcome the drawbacks of pairwise registration for mobile laser scanner (MLS) point clouds, such as difficulty in searching the corresponding points and inaccuracy registration matrix, a robust coarse-to-fine registration method is proposed to align different frames of MLS point clouds into a common coordinate system. The method identifies the correct corresponding point pairs from the source and target point clouds, and then calculates the transform matrix. First, the performance of a multiscale eigenvalue statistic-based descriptor with different combinations of parameters is evaluated to identify the optimal combination. Second, based on the geometric distribution of points in the neighborhood of the keypoint, a weighted covariance matrix is constructed, by which the multiscale eigenvalues are calculated as the feature description language. Third, the corresponding points between the source and target point clouds are estimated in the feature space, and the incorrect ones are eliminated via a geometric consistency constraint. Finally, the estimated corresponding point pairs are used for coarse registration. The value of coarse registration is regarded as the initial value for the iterative closest point algorithm. Subsequently, the final fine registration result is obtained. The results of the registration experiments with Autonomous Systems Lab (ASL) Datasets show that the proposed method can accurately align MLS point clouds in different frames and outperform the comparative methods.
Highlights
Point clouds obtained with modern three-dimensional (3D) sensors, such as mobile laser scanner (MLS), have played an important role in civil and transportation engineering [1,2,3], forest structure monitoring [4,5], and spatial deformation monitoring [6,7]
Due to errors in the calibration and positioning of sensors, MLS point clouds obtained from different frames or periods suffer deviations, several tens of centimeters and even to meters [8]
This impedes the application of MLS point clouds, such as in change detection and deformation monitoring
Summary
Due to errors in the calibration and positioning of sensors, MLS point clouds obtained from different frames or periods suffer deviations, several tens of centimeters and even to meters [8]. This impedes the application of MLS point clouds, such as in change detection and deformation monitoring. The point clouds in multiple frames or periods must be registered before using them in the application of deformation monitoring, urban management, and similar processes
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