Machine learning-based classification of rock discontinuity trace: SMOTE oversampling integrated with GBT ensemble learning

被引:62
|
作者
Chen, Jiayao [1 ,2 ]
Huang, Hongwei [1 ]
Cohn, Anthony G. [2 ,3 ,4 ,5 ,6 ]
Zhang, Dongming [1 ]
Zhou, Mingliang [1 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Univ Leeds, Sch Comp, Leeds LS2 9JT, W Yorkshire, England
[3] Tongji Univ, Dept Comp Sci & Technol, Shanghai 211985, Peoples R China
[4] Shandong Univ, Sch Civil Engn, Jinan 250061, Peoples R China
[5] Qingdao Univ Sci & Technol, Luzhong Inst Safety Environm Protect Engn & Mat, Zibo 255000, Peoples R China
[6] Qingdao Univ Sci & Technol, Sch Mech & Elect Engn, Qingdao 260061, Peoples R China
关键词
Tunnel face; Rock discontinuity trace; Machine learning; Gradient boosting tree; Generalization ability; FROM-MOTION PHOTOGRAMMETRY; POINT CLOUDS; DIGITAL IMAGES; EXTRACTION; FRACTURE; ORIENTATION;
D O I
10.1016/j.ijmst.2021.08.004
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
This paper presents a hybrid ensemble classifier combined synthetic minority oversampling technique (SMOTE), random search (RS) hyper-parameters optimization algorithm and gradient boosting tree (GBT) to achieve efficient and accurate rock trace identification. A thirteen-dimensional database consisting of basic, vector, and discontinuity features is established from image samples. All data points are classified as either "trace" or "non-trace" to divide the ultimate results into candidate trace samples. It is found that the SMOTE technology can effectively improve classification performance by recommending an optimized imbalance ratio of 1:5 to 1:4. Then, sixteen classifiers generated from four basic machine learning (ML) models are applied for performance comparison. The results reveal that the proposed RS-SMOTE-GBT classifier outperforms the other fifteen hybrid ML algorithms for both trace and non-trace classifications. Finally, discussions on feature importance, generalization ability and classification error are conducted for the proposed classifier. The experimental results indicate that more critical features affecting the trace classification are primarily from the discontinuity features. Besides, cleaning up the sedimentary pumice and reducing the area of fractured rock contribute to improving the overall classification performance. The proposed method provides a new alternative approach for the identification of 3D rock trace. (C) 2022 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:309 / 322
页数:14
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