Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (5): 1540-1550.doi: 10.16285/j.rsm.2023.0897

• Geotechnical Engineering • Previous Articles     Next Articles

A stepwise clustering method of rock discontinuities dominated by multivariate parameters based on t-SNE

LI Xin-zheng, WANG Shu-hong, HOU Qin-kuan, DONG Fu-rui   

  1. School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
  • Received:2024-05-08 Accepted:2024-01-06 Online:2024-05-11 Published:2024-05-08
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (U1602232), the Key Science and Technology Projects of Liaoning Province, China (2019JH2-10100035) and the Fundamental Research Funds for the Central Universities (2301005, N2301006).

Abstract: Clustering of rock discontinuities is crucial for evaluating rock mass stability. The conventional clustering methods often rely on the orientations of rock discontinuities, without considering the influence of physical characteristics on rock mass stability. To address the limitations of single-factor grouping, a stepwise clustering method of rock discontinuities dominated by multivariate parameters based on student-distributed stochastic neighbor embedding (t-SNE) is proposed. This method takes into account the effects of dip direction, dip angle, trace length, opening, filling state and roughness of rock discontinuities. Firstly, the t-SNE algorithm is used to reduce the dimensionality of discontinuity characteristics except for the orientations. Subsequently, the simulated annealing algorithm is employed to search for the global optimal initial values of the K-means algorithm, and the stepwise clustering idea is utilized to accomplish the clustering. The research shows that the proposed method addresses the sparsity issue of high-dimensional data while preserving the local and global structures of the data. Compared to the conventional methods, the proposed method achieves more accurate partitioning of physical characteristics within the spatial distribution similarity zone, resulting in higher grouping accuracy. Furthermore, the proposed method effectively distinguishes the differences between orientations and physical characteristic parameters on rock mass stability without the need for complex weight value calculations. Finally, the proposed method is applied to the measured data of rock discontinuities in an open-pit slope in Xinjiang, China. The grouping results are found to be reasonable and reliable, which further validates the effectiveness of the proposed method in practical engineering. This research provides a reference for stepwise clustering of multi-parameter rock discontinuities.

Key words: rock discontinuities, multivariate parameters, stepwise clustering, student-distributed stochastic neighbor embedding (t-SNE), K-means algorithm

CLC Number: 

  • TU 452
[1] XU Bin, LIU Xin-rong, ZHOU Xiao-han, LIANG Yue, ZHONG Zu-liang, LIU Jun, DENG Zhi-yun, . Dynamic stability analysis of rock slope considering the strength vibration degradation of through-type rock discontinuities [J]. Rock and Soil Mechanics, 2023, 44(8): 2419-2431.
[2] YIN Jing-han, CUI Zhen, SHENG Qian, CHEN Jian, ZHANG Mao-chu, . Shear mechanical characteristics evolution and influencing factors of rock discontinuities under cyclic loading [J]. Rock and Soil Mechanics, 2023, 44(1): 109-118.
[3] CUI Xue-jie, YAN E-chuan, CHEN Wu. Cluster analysis of discontinuity occurrence of rock mass based on improved genetic algorithm [J]. Rock and Soil Mechanics, 2019, 40(S1): 374-380.
[4] GE Yun-feng, ZHONG Peng, TANG Hui-ming, ZHAO Bin-bin, WANG Liang-qing, XIA Ding, QIU Ya-shi, LI Peng-fei, ZHANG Li, WEN Lian, CAO Tian-ci, . Intelligent measurement on geometric information of rock discontinuities based on borehole image [J]. Rock and Soil Mechanics, 2019, 40(11): 4467-4476.
[5] SONG Lei-bo, JIANG Quan, LI Yuan-hui, YANG Chen-xiang, ZHONG Shan, ZHANG Mei-zhu,. Stability of statistical parameters of discontinuities morphology and anisotropy based on different sampling intervals [J]. , 2017, 38(4): 1121-1132.
[6] SONG Lei-bo1, JIANG Quan, LI Yuan-hui, YANG Cheng-xiang, RAN Shu-guang, WANG Bai-lin, LIU Ting,. Description of discontinuities morphology based on shear behavior [J]. , 2017, 38(2): 525-533.
[7] GE Yun-feng, CHEN Yong, WANG Liang-qing, HUO Shao-lei, . Estimation of 3D joint matching coefficient of rock discontinuities using point cloud data alignment technology [J]. , 2017, 38(11): 3385-3393.
[8] XU Lei, REN Qing-wen. A new constitutive model for rock discontinuities [J]. , 2011, 32(S1): 217-224.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!