19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.8.105, pp. 337-344)
АУТОР(И) / AUTHOR(S): Bingyi Pan, Wei Wu, Yong Huang, Baolin Chen, Hehua Zhu
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DOI: 10.46793/ACUUS2025.2.8.105
САЖЕТАК / ABSTRACT:
Accurate characterization of rock discontinuities is essential for tunnel stability analysis, as discontinuities play a fundamental role in governing the mechanical behavior and failure mechanisms of the surrounding rock mass. The advancement of remote surveying methods has enabled the rapid identification of discontinuities and extraction of pertinent geometric information from 3D point clouds of the rock mass. Nevertheless, traditional methods that rely on point features are insufficient in their ability to eliminate fragmented non-structural regions during the process of individual discontinuity extraction. This paper presents a novel three-layer clustering approach that aims to extract individual discontinuities from 3D point clouds automatically. To begin with, the rock mass point cloud is filtered to extract core points and remove non-structural regions. Subsequently, an improved density-based spatial clustering of applications with noise (IDBSCAN) is employed to identify planar units within core points. To merge adjacent fragmented planar units, these units are re-clustered based on their spatial relationships, resulting in the identification of individual discontinuities. A weighted modified k-means++ method is then used to cluster individual discontinuities according to their respective normal vectors. Consequently, the orientation, set, and trace of each individual discontinuity can be obtained respectively through geometric analysis. This method is applied to one tunnel case and compared with previous studies. The results suggest that the proposed method has a high level of reliability and accuracy when it comes to automatically extracting individual discontinuities from 3D point clouds, providing a more robust foundation for tunnel design and construction.
КЉУЧНЕ РЕЧИ / KEYWORDS:
Individual discontinuities, Rock mass, 3D point clouds, Automatic extraction
ПРОЈЕКАТ / ACKNOWLEDGEMENT:
This work was supported by the National Natural Science Foundation of China [42272338, 41827807, 41902275]; Shanghai Sailing Program [18YF1424400]; Joint Fund for Basic Research of High-speed Railway of National Natural Science Foundation of China, China Railway Corporation [U1934212]; China State Railway Group Co., Ltd. [P2019G038]; Department of Transportation of Zhejiang Province [202213]; China Railway First Survey and Design Institute Group Co., Ltd. [19-21-1, 2022KY53ZD(CYH)-10]; China Railway Tunnel Group Co., Ltd. [CZ02-02-08]; PowChina Hebei Transportation Highway Investment Development Co., Ltd. [TH-201908]; Sichuan Railway Investment Group Co., Ltd. [SRIG2019GG0004]; The Science and Technology major program of Guizhou Province [2018]3011.
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