Intelligent scanning for optimal rock discontinuity sets considering multiple parameters based on manifold learning combined with UAV photogrammetry

间断(语言学) 聚类分析 岩体分类 轮廓 摄影测量学 等距映射 地质学 人工智能 集合(抽象数据类型) 计算机科学 算法 非线性降维 数学 降维 岩土工程 数学分析 程序设计语言
作者
Yongqiang Liu,Jianping Chen,Chun Tan,Jiewei Zhan,Shengyuan Song,Wanglai Xu,Jianhua Yan,Yansong Zhang,Mingyu Zhao,Qing Wang
出处
期刊:Engineering Geology [Elsevier BV]
卷期号:309: 106851-106851 被引量:38
标识
DOI:10.1016/j.enggeo.2022.106851
摘要

The Sichuan-Tibet railway, which spans many alpine canyon regions, is being built in southwestern China. Investigating the characteristics of rock discontinuity sets is the basis for identifying dangerous rock masses above the tunnel portals. The traditional methods of identifying discontinuity sets usually consider orientations and ignore other parameters, which results in incorrect guidance for rock engineering. To this end, the affinity propagation (AP) algorithm based on modified isometric mapping (Isomap) is proposed for partitioning discontinuity sets based on orientation, trace length, and aperture. The new unsupervised algorithm (ISOAP) uses manifold learning to complete the transformation process for orientations from spherical vectors to scalars and avoids selecting the initial clustering center to achieve global optimization. The Silhouette Index is used to intelligently scan the optimal clustering results. The proposed algorithm is tested on a complex artificial data set and on Shanley and Mahtab's data set. Since accurately obtaining discontinuity information is impossible by traditional means (i.e., using geological compasses and measurement tapes) due to the existence of a mass of high and steep slopes, the ISOAP algorithm is combined with semiautomatic technology based on unmanned aerial vehicle (UAV) photogrammetry and applied to a rock slope located along the railway. The introduction of manifold learning is beneficial for quickly applying abundant unmodified clustering algorithms to rock engineering and searching the optimal algorithm suitable for analyzing the structural characteristics of a specific fractured rock mass. The proposed method can simplify rock engineering analyses and provide more reasonable results.
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