Mehmet Akif Günen , Kaşif Furkan Öztürk , Şener Aliyazıcıoğlu
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引用次数: 0
摘要
使用点云绘制和评估岩体不连续性是采矿、土木和地质工程中的一项重要任务。岩体的不连续性会严重影响岩体的完整性、强度和稳定性。这些不连续面的方位也是岩体的一个关键特征。通过点云进行准确的方位估算,可以更精确地预测岩体的行为,从而提高安全性、提高挖掘过程的效率、降低运营成本并节省大量时间。为此,我们提出了一个基于监督分类的框架,用于计算点云的方位参数。监督分类在一些任务中发挥着至关重要的作用,在这些任务中,模型从标记数据中学习复杂的模式,以准确预测以前未见过的实例。所提出的方法由八个步骤组成,包括:数据收集、预处理(数据过滤)、自适应邻域大小选择(基于全方差)、特征提取(几何特征)、特征选择(最小冗余度最大相关性方法)、分类(支持向量机)、聚类(连接分量标注)和平面拟合以计算方位参数(倾角和倾角方向)。该框架应用于两个真实世界数据集和一个合成数据集,并以两种不同的子采样形式(随机子采样和均匀子采样)进行了测试。统计结果表明,该技术在检测和描述岩体不连续性方面效果显著,准确率、召回率、精确率和 F 值均达到 94.64% 至 99.57%。与人工测量相比,该方法在倾角和倾角方向测量中的偏差在 1%至 4%之间,表明与人工测量和现有研究结果非常一致。
Supervised classification-based framework for rock mass discontinuity identification using point cloud data
Mapping and evaluating rock mass discontinuities using point clouds is a critical task in mining, civil, and geological engineering. Rock discontinuities can significantly impact the integrity, strength, and stability of rock masses. The orientation of these discontinuities is also a key characteristic of the rock mass. Accurate orientation estimation from point clouds enables more precise predictions of rock mass behavior, leading to improved safety, more efficient excavation processes, reduced operational costs, and significant time savings. In this context, a supervised classification-based framework is proposed for calculating orientation parameters from point cloud. Supervised classification plays a crucial role in tasks where a model learns complex patterns from labeled data to accurately predict previously unseen instances. The proposed method consists of eight-steps, including: data collection, pre-processing (data filtering), adaptive neighborhood size selection (omnivariance-based), feature extraction (geometric features), feature selection (Minimum Redundancy Maximum Relevance method), classification (Support Vector Machine), clustering (connected component labeling), and plane fitting to calculate orientation parameters (dip angle and dip direction). The framework was applied to two real-world datasets and one synthetic dataset, which was tested in two different subsampled forms (random and uniform subsampling). The results statistically demonstrated that the technique was effective in detecting and characterizing rock mass discontinuities with high Accuracy, Recall, Precision, and F-Score values ranging from 94.64% to 99.57%. The deviations of the method in the measurements of the dip angle and the dip direction, compared to the manual measurements, range from 1% to 4%, indicating strong agreement with the manual measurements and the existing studies.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.