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A new approach for semi-automatic rock mass joints recognition from 3D point clouds

机译:基于3D点云的半自动岩体节理识别新方法

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摘要

Rock mass characterization requires a deep geometric understanding of the discontinuity sets affecting rock exposures. Recent advances in Light Detection and Ranging (LiDAR) instrumentation currently allow quick and accurate 3D data acquisition, yielding on the development of new methodologies for the automatic characterization of rock mass discontinuities. This paper presents a methodology for the identification and analysis of flat surfaces outcropping in a rocky slope using the 3D data obtained with LiDAR. This method identifies and defines the algebraic equations of the different planes of the rock slope surface by applying an analysis based on a neighbouring points coplanarity test, finding principal orientations by Kernel Density Estimation and identifying clusters by the Density-Based Scan Algorithm with Noise. Different sources of information —synthetic and 3D scanned data— were employed, performing a complete sensitivity analysis of the parameters in order to identify the optimal value of the variables of the proposed method. In addition, raw source files and obtained results are freely provided in order to allow to a more straightforward method comparison aiming to a more reproducible research.
机译:岩体表征要求对影响岩石暴露的不连续性集有深刻的几何理解。光检测和测距(LiDAR)仪器的最新进展目前允许快速而准确的3D数据采集,这催生了对岩体不连续性进行自动表征的新方法的发展。本文介绍了一种利用LiDAR获得的3D数据识别和分析岩石斜坡中平坦地面露头的方法。该方法通过应用基于相邻点共面性测试的分析,通过核密度估计找到主要方向,并通过基于密度的带噪声的扫描算法识别聚类,从而识别和定义岩石坡面不同平面的代数方程式。使用了不同的信息源(合成和3D扫描数据),对参数进行了完整的灵敏度分析,以便确定所提出方法的变量的最佳值。此外,免费提供原始源文件和获得的结果,以便进行更直接的方法比较,从而实现更具可重复性的研究。

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