Automatic identification of rock discontinuity sets using modified agglomerative nesting algorithm

被引:0
作者
Jianhua Yan
Jianping Chen
Jiewei Zhan
Shengyuan Song
Yansong Zhang
Mingyu Zhao
Yongqiang Liu
Wanglai Xu
机构
[1] Jilin University,College of Construction Engineering
[2] Chang’an University,College of Geological Engineering and Geomatics
来源
Bulletin of Engineering Geology and the Environment | 2022年 / 81卷
关键词
Rock discontinuity sets; Clustering method; Agglomerative nesting algorithm; Hierarchical agglomerative clustering; Discontinuity orientation;
D O I
暂无
中图分类号
学科分类号
摘要
Identification of rock discontinuity sets is essential for each studied jointed rock slope, and is also an initial step in many existing methods for rock slope stability analysis. This paper presents a new hierarchical agglomerative clustering method using modified agglomerative nesting (MAGNES) algorithm for automatically partitioning discontinuity sets. It is an orientation-based clustering method, and different linkage criteria (single, complete, and average) are incorporated for merging two closest clusters. The performance of MAGNES is tested using a complicate artificial data set, Shanley and Mahtab’s data set, and a real data set from unmanned aerial vehicle (UAV) survey. In addition, the clustering results of four other well-recognized clustering methods are also chosen as comparisons. It shows that the single linkage criterion is inapposite for partitioning orientations and the complete linkage criterion is not robust. Only MAGNES using average linkage criterion (MAGNES_AVG) shows good performance for detecting discontinuity sets. Generally, the main discrepancies among the clustering results lie mainly in the poles at the boundary of two adjacent joint sets. Considering the real data sets are characterized by “ground truth,” the artificial data set with known classification labels is used to further test which method performs better. The number of misclassification points is adopted as an evaluation index, and MAGNES_AVG performs best in partitioning the poles at the boundary of adjacent joint sets. Another advantage of the proposed algorithm is that it is independent of initial parameters, which is user-friendly.
引用
收藏
相关论文
共 196 条
[1]  
Abellán A(2014)Terrestrial laser scanning of rock slope instabilities Earth Surf Process Landf 39 80-97
[2]  
Oppikofer T(2014)Surveying and modeling of rock discontinuities by terrestrial laser scanning and photogrammetry: semi-automatic approaches for linear outcrop inspection J Struct Geol 66 102-114
[3]  
Jaboyedoff M(2021)A state-of-the-art review of automated extraction of rock mass discontinuity characteristics using three-dimensional surface models J Rock Mech Geotech Eng 13 920-936
[4]  
Rosser NJ(2014)Ground-based and UAV-based photogrammetry: A multi-scale, high-resolution mapping tool for structural geology and paleoseismology J Struct Geol 69 163-178
[5]  
Lim M(2005)Fuzzy C-means cluster analysis based on genetic algorithm for automatic identification of joint sets Chin J Rock Mech Eng 24 371-376
[6]  
Lato MJ(2001)3-D network numerical modeling technique for random discontinuities of rock mass Chin J Geotech Eng 23 397-402
[7]  
Assali P(2016)Automatic extraction of discontinuity orientation from rock mass surface 3D point cloud Comput Geosci 95 18-31
[8]  
Grussenmeyer P(1984)Efficient algorithms for agglomerative hierarchical clustering methods J Classif 1 7-24
[9]  
Villemin T(2018)Multi-parameter dominant grouping of discontinuities in rock mass using improved ISODATA algorithm Math Probl Eng 5619404 1-10
[10]  
Pollet N(2021)A generalized average linkage criterion for Hierarchical Agglomerative Clustering Appl Soft Comput J 100 139-144