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Discontinuity spacing analysis in rock masses using 3D point clouds

机译:使用3D点云的岩体间断间距分析

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摘要

The complete characterization of rock masses implies the acquisition of information of both, the materials which compose the rock mass and the discontinuities which divide the outcrop. Recent advances in the use of remote sensing techniques – such as Light Detection and Ranging (LiDAR) – allow the accurate and dense acquisition of 3D information that can be used for the characterization of discontinuities. This work presents a novel methodology which allows the calculation of the normal spacing of persistent and non-persistent discontinuity sets using 3D point cloud datasets considering the three dimensional relationships between clusters. This approach requires that the 3D dataset has been previously classified. This implies that discontinuity sets are previously extracted, every single point is labeled with its corresponding discontinuity set and every exposed planar surface is analytically calculated. Then, for each discontinuity set the method calculates the normal spacing between an exposed plane and its nearest one considering 3D space relationship. This link between planes is obtained calculating for every point its nearest point member of the same discontinuity set, which provides its nearest plane. This allows calculating the normal spacing for every plane. Finally, the normal spacing is calculated as the mean value of all the normal spacings for each discontinuity set. The methodology is validated through three cases of study using synthetic data and 3D laser scanning datasets. The first case illustrates the fundamentals and the performance of the proposed methodology. The second and the third cases of study correspond to two rock slopes for which datasets were acquired using a 3D laser scanner. The second case study has shown that results obtained from the traditional and the proposed approaches are reasonably similar. Nevertheless, a discrepancy between both approaches has been found when the exposed planes members of a discontinuity set were hard to identify and when the planes pairing was difficult to establish during the fieldwork campaign. The third case study also has evidenced that when the number of identified exposed planes is high, the calculated normal spacing using the proposed approach is minor than those using the traditional approach.
机译:岩体的完整表征意味着既要获取构成岩体的材料又要划分出露头的不连续面的信息。诸如光检测和测距(LiDAR)之类的遥感技术的最新使用,可以精确,密集地采集3D信息,这些信息可用于表征不连续性。这项工作提出了一种新颖的方法,该方法允许使用考虑簇之间的三维关系的3D点云数据集计算持久性和非持久性不连续集的法向间距。此方法要求3D数据集已预先分类。这意味着事先提取了不连续集,每个点都用其对应的不连续集标记,并且每个暴露的平面都经过分析计算。然后,对于每个不连续集,该方法将考虑3D空间关系,计算暴露平面与其最接近平面之间的法向间距。通过为每个点计算同一不连续集的最近点成员(提供其最近平面)来获得平面之间的链接。这允许计算每个平面的法向间距。最后,将正常间距计算为每个不连续集的所有正常间距的平均值。通过使用合成数据和3D激光扫描数据集的三个研究案例验证了该方法。第一种情况说明了所提出方法的基本原理和性能。第二和第三例研究对应于两个岩石坡度,使用3D激光扫描仪为其获取了数据集。第二个案例研究表明,从传统方法和建议方法中获得的结果是相当相似的。然而,当不连续点集的暴露平面成员难以识别并且在野外工作期间难以建立平面配对时,已经发现两种方法之间存在差异。第三个案例研究还证明,当识别出的暴露平面数量很高时,使用拟议方法计算的法向间距比使用传统方法计算的法向间距小。

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