A modified method of discontinuity trace mapping using three-dimensional point clouds of rock mass surfaces
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Univ Arizona, Dept Civil Engn & Engn MechIssue Date
2020-05-04
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Zhang, K., Wu, W., Zhu, H., Zhang, L., Li, X., & Zhang, H. (2020). A modified method of discontinuity trace mapping using three-dimensional point clouds of rock mass surfaces. Journal Of Rock Mechanics And Geotechnical Engineering, 12(3), 571-586.Rights
Copyright © 2020 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).Collection Information
This item from the UA Faculty Publications collection is made available by the University of Arizona with support from the University of Arizona Libraries. If you have questions, please contact us at repository@u.library.arizona.edu.Abstract
This paper presents an automated method for discontinuity trace mapping using three-dimensional point clouds of rock mass surfaces. Specifically, the method consists of five steps: (1) detection of trace feature points by normal tensor voting theory, (2) contraction of trace feature points, (3) connection of trace feature points, (4) linearization of trace segments, and (5) connection of trace segments. A sensitivity analysis was then conducted to identify the optimal parameters of the proposed method. Three field cases, a natural rock mass outcrop and two excavated rock tunnel surfaces, were analyzed using the proposed method to evaluate its validity and efficiency. The results show that the proposed method is more efficient and accurate than the traditional trace mapping method, and the efficiency enhancement is more robust as the number of feature points increases.Note
Open access journalISSN
1674-7755Version
Final published versionae974a485f413a2113503eed53cd6c53
10.1016/j.jrmge.2019.10.006
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Except where otherwise noted, this item's license is described as Copyright © 2020 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

