R-C-D-F machine learning method to measure for geological structures in 3D point cloud of rock tunnel face

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2024-09-11 DOI:10.1016/j.tust.2024.106071
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Abstract

This study introduces an innovative Roughness-CANUPO-Dip-Facet (R-C-D-F) methodology for the measurement of dip angle and direction in geological rock facets. The R-C-D-F method is distinguished by its comprehensive four-step approach, encompassing filtration through roughness analysis, CANUPO analysis, and dip angle filtration, followed by facet segmentation as the measurement step. To achieve precise and efficient results, the method specifically focuses on isolating joint embedment, achieved by systematically filtering out joint bands. This selective filtration process ensures that measurements are conducted exclusively on relevant joint embedment points. The novelty of this methodology lies in its capability to automatically eliminate joint bands while retaining the joint embedment points, facilitating precise measurements without manual intervention. Three site models were evaluated using the R-C-D-F method, alongside four different techniques for measuring dip angle and direction: plane fitting, normal vector conversion, facet segmentation, and compass measurements. The results demonstrated that all methods accurately calculated the dip angle, with an accuracy ranging from 97 % to 99.4 %. The facet segmentation method was selected as the optimal measurement tool due to its automatic nature and capacity to provide accurate results without manual intervention. Furthermore, the optimal local neighbour radius (LNR) for calculating normal vectors was determined, with findings indicating that a larger LNR value enhances accuracy but also increases computational time. A verification was conducted to estimate the dip angle used for filtering and discarding additional points representing joint rock bands, with the optimal value being 45, 30, and 45 degrees for the respective sites.

The R-C-D-F method effectively detected and eliminated 100 % of joint band points while retaining 81 % of joint embedment points, and the facet segmentation method provided accurate dip angle and direction measurements for each joint embedment segment. These outcomes underscore the robustness and precision of the R-C-D-F method in geological engineering and rock stability studies.

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用 R-C-D-F 机器学习方法测量岩石隧道工作面三维点云中的地质结构
本研究介绍了一种创新的粗糙度-CANUPO-倾角-切面(R-C-D-F)方法,用于测量地质岩石切面的倾角和方向。R-C-D-F 方法的独特之处在于其全面的四步方法,包括粗糙度分析过滤、CANUPO 分析和倾角过滤,然后将面分割作为测量步骤。为了获得精确高效的结果,该方法特别注重通过系统过滤掉接合带来隔离接合嵌入。这种选择性过滤过程可确保只对相关的关节嵌入点进行测量。该方法的新颖之处在于能够自动消除连接带,同时保留连接嵌入点,从而无需人工干预即可进行精确测量。使用 R-C-D-F 方法以及四种不同的倾角和方向测量技术:平面拟合、法向量转换、切面分割和罗盘测量,对三个场地模型进行了评估。结果表明,所有方法都能准确计算倾角,准确率在 97% 到 99.4% 之间。切面分割法由于其自动性和无需人工干预即可提供精确结果的能力,被选为最佳测量工具。此外,还确定了计算法向量的最佳局部邻接半径(LNR),结果表明,LNR 值越大,准确度越高,但也会增加计算时间。R-C-D-F 方法有效地检测并剔除了 100% 的关节带点,同时保留了 81% 的关节嵌入点,而面分割方法则为每个关节嵌入段提供了精确的倾角和方向测量值。这些成果凸显了 R-C-D-F 方法在地质工程和岩石稳定性研究中的稳健性和精确性。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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