Abstract

Deformation monitoring of structures is a common application and one of the major tasks in surveying engineering, but there is a great challenge for the coordinate datum unification of multitemporal point cloud data. To address this problem, an automatic detection method of the virtual reference datum in multitemporal point cloud is proposed in this article. To obtain the corresponding grids of multitemporal point cloud, an appropriate coarse registration algorithm is adopted to approximately transform the multitemporal data into a unified coordinate system. Then, the stable areas are extracted based on the probability density functions similarity of the corresponding grids, which are defined as the virtual reference datum. Furthermore, an improved 3D normal distribution transform algorithm considering the cell boundaries and iteratively selecting an appropriate cell size is constructed to achieve fine registration of the virtual reference datum. Finally, the coordinate unification of the multitemporal point cloud is implemented according to the transformation parameters of the virtual reference datum. The proposed method is tested on a landslide point cloud, which is captured by static terrestrial laser scanning. The virtual reference datum extraction accuracy of the two-temporal landslide point cloud captured on the same day is 96%, and the coordinate unification accuracy is 3 mm. The experimental results demonstrate that the proposed method is effective in coordinate datum unification of multitemporal point cloud.

Highlights

  • D EFORMATION monitoring refers to the process of observing various deformation phenomena by using special instruments and methods

  • It is worth noting that the reliability of deformation analysis results can be ensured only when the multitemporal measurement data are strictly aligned; transforming measurement data captured by several epochs into a unified coordinate system is a prerequisite for deformation

  • To evaluate the coordinate unification method of multitemporal point cloud proposed in the article, three-temporal landslide point cloud are applied, which are scanned by the Trimble TX8 terrestrial laser scanner (TLS)

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Summary

Introduction

D EFORMATION monitoring refers to the process of observing various deformation phenomena by using special instruments and methods. Manuscript received April 23, 2020; revised June 11, 2020 and July 2, 2020; accepted July 6, 2020. Date of publication July 10, 2020; date of current version July 22, 2020. In traditional deformation monitoring methods, considering that the geological structure and geophysical environment of each point in the monitoring network are different, their positions change over time. There are always relatively stable points, namely quasi-stable points, which can be regarded as a reference datum for aligning multitemporal measurement data [2]. The layout and maintenance of quasi-stable points are expensive, labor-intensive, and seriously affect the continuity of monitoring results [3], [4]

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