Discontinuities identification from rock outcrop using auto-encoder and point clouds

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Mehmet Akif Günen, Şener Aliyazıcıoğlu
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引用次数: 0

Abstract

Rock slopes and geotechnical structures often exhibit discontinuity planes, which significantly influence their mechanical behavior and stability. The precise identification of these discontinuities is critical for ensuring the safety and cost-effectiveness of construction projects. However, previous methods are often limited by subjectivity, low automation, and challenges in inaccessible or hazardous environments. This study introduces a novel seven-step approach utilizing auto-encoders for estimating the orientation parameters of individual discontinuity sets from point cloud data. The steps include: data collection, filtering point clouds to eliminate outliers, determining neighborhood size, feature extraction, training a stacked auto-encoder for feature learning, estimating discontinuity sets using density-based clustering, and calculating individual discontinuities through the least squares method for orientation parameter estimation. In addition, the methodology incorporates a planarity-based approach for estimating neighborhood size. The statistical performance has been validated through evaluations in two real case studies and one synthetic case study. The classification achieves an accuracy exceeding 95%, highlighting the high efficacy of the approach. Results for orientation parameter estimation show consistency with existing methods and in situ measurements, with average orientation values for discontinuities within 5 degrees for individual sets. This framework represents a considerable advancement in rock discontinuity analysis, offering a robust and automated solution that is particularly effective in hazardous and hard-to-reach areas.

基于自编码器和点云的露头不连续面识别
岩质边坡和土工结构经常出现不连续面,这对它们的力学性能和稳定性有很大的影响。准确识别这些不连续性对于确保建设项目的安全性和成本效益至关重要。然而,以前的方法往往受到主观性、低自动化和在难以接近或危险环境中的挑战的限制。本文介绍了一种利用自编码器从点云数据中估计单个不连续集方向参数的新方法。步骤包括:数据收集,过滤点云以消除异常值,确定邻域大小,特征提取,训练堆叠自编码器进行特征学习,使用基于密度的聚类估计不连续集,以及通过最小二乘法计算单个不连续集进行方向参数估计。此外,该方法还采用了基于平面的方法来估计邻域大小。通过两个实际案例研究和一个综合案例研究的评估,验证了统计性能。分类准确率超过95%,显示了该方法的高效。取向参数估计结果与现有方法和现场测量结果一致,单个集的不连续面平均取向值在5度以内。该框架代表了岩石不连续分析的巨大进步,提供了一个强大的自动化解决方案,在危险和难以到达的区域特别有效。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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