岩土力学 ›› 2024, Vol. 45 ›› Issue (5): 1540-1550.doi: 10.16285/j.rsm.2023.0897

• 岩土工程研究 • 上一篇    下一篇

基于t-SNE的多参数岩体结构面分步聚类方法

李新正,王述红,侯钦宽,董福瑞   

  1. 东北大学 资源与土木工程学院,辽宁 沈阳 110819
  • 收稿日期:2024-05-08 接受日期:2024-01-06 出版日期:2024-05-11 发布日期:2024-05-08
  • 通讯作者: 王述红,男,1969年生,博士,教授,主要从事岩土工程灾害方面的研究;E-mail: shwangneu@126.com
  • 作者简介:李新正,男,2000年生,硕士研究生,主要从事岩土工程方面的研究。E-mail: lxz15382765374@126.com
  • 基金资助:
    国家自然科学基金资助项目(No. U1602232);辽宁省重点科技计划项目(No. 2019JH2-10100035);中央高校基本科研业务专项资金资助(No. 2301005, No. N2301006)。

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).

摘要: 结构面聚类是进行岩体稳定性评价的重要步骤。常用聚类方法多以产状作为分组依据,忽略了结构面物理特性指标对岩体稳定性的影响。针对分组依据单一化的不足,综合考虑结构面倾向、倾角、迹长、张开度、填充状态和粗糙度的影响,提出一种基于学生分布随机邻近嵌入(student-distributed stochastic neighbor embedding,简称t-SNE)的多参数岩体结构面分步聚类方法。首先,利用t-SNE算法对除产状外的结构面特征进行数据降维;进而利用模拟退火算法搜索K-means算法的全局最优初始值,并采用分步聚类思想完成聚类。研究表明:所提方法有效地解决了高维空间样本稀疏的问题,同时保留了数据的局部结构与全局结构。新方法相比于传统方法能对空间分布相似区内结构面的物理特性进行精确划分,分组精度更高,且在避免复杂权重值计算的条件下,能有效区分产状与物理特性参数对岩体稳定性的影响差异。最后,将所提方法应用于中国新疆某露天矿坡结构面实测数据分析中,所得分组结果合理可靠,进一步证明该方法在实际工程中的有效性。研究方法可为多参数岩体结构面的分步聚类提供参考。

关键词: 岩体结构面, 多参数, 分步聚类, t-SNE, K-means算法

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

中图分类号: TU 452
[1] 尹敬涵, 盛谦, 崔臻, 张茂础, . 基于多尺寸结构面的循环剪切力学特性及其抗剪强度研究[J]. 岩土力学, 2024, 45(S1): 405-414.
[2] 郭佳奇, 程立攀, 朱斌忠, 田永超, 黄鑫. 持续开挖效应下结构面剪切力学性质与能量特征研究[J]. 岩土力学, 2023, 44(1): 131-143.
[3] 尹敬涵, 崔臻, 盛谦, 陈健, 张茂础, . 循环荷载作用下岩石劈裂结构面剪切力学特性演化与影响因素研究[J]. 岩土力学, 2023, 44(1): 109-118.
[4] 柴少波, 周涛, 田威, 井彦林, 史杰辉. 考虑岩体应力的结构面中应力波传播特性分析[J]. 岩土力学, 2022, 43(S1): 184-192.
[5] 董福瑞, 王述红, 侯钦宽. 基于主成分分析的多参数岩体结构面 优势分组方法研究[J]. 岩土力学, 2022, 43(9): 2457-2470.
[6] 张化进, 吴顺川, 韩龙强, . 基于DBSCAN选择性聚类集成的岩体结构面 优势产状分组方法[J]. 岩土力学, 2022, 43(6): 1585-1595.
[7] 张传庆, 郭宇航, 徐金顺, 刘宁, 谢起明, 崔国建, 周辉, . 基于功率谱密度的评估岩石节理粗糙度新方法[J]. 岩土力学, 2022, 43(11): 3135-3143.
[8] 申浩翰, 张海, 范俊锴, 徐瑞阳, 张小明. 基于多参数拟合的EDEM岩石建模方法[J]. 岩土力学, 2021, 42(8): 2298-2310.
[9] 洪陈杰, 黄曼, 夏才初, 罗战友, 杜时贵, . 岩体结构面各向异性变异系数的尺寸效应研究[J]. 岩土力学, 2020, 41(6): 2098-2109.
[10] 崔学杰, 晏鄂川, 陈 武. 基于改进遗传算法的岩体结构面产状聚类分析[J]. 岩土力学, 2019, 40(S1): 374-380.
[11] 葛云峰, 钟鹏, 唐辉明, 赵斌滨, 王亮清, 夏丁, 仇雅诗, 李鹏飞, 张莉, 闻炼, 曹天赐, . 基于钻孔图像的岩体结构面几何信息智能测量[J]. 岩土力学, 2019, 40(11): 4467-4476.
[12] 葛云峰,陈 勇,王亮清,霍少磊,王昌硕,夏 丁,钟 鹏,. 基于点云数据对齐技术的岩体结构面三维吻合度求取[J]. , 2017, 38(11): 3385-3393.
[13] 韩增强 ,王川婴 ,施华堂 ,丁 刚 ,胡 胜 ,王益腾,. 空间坐标系下地下岩体结构面数学描述方法初探[J]. , 2016, 37(S2): 410-414.
[14] 徐文彬 ,王运敏 ,党 鹏 ,殷天军 ,张 通,. 胶结充填体压缩破坏前兆多参数表征[J]. , 2016, 37(2): 399-406.
[15] 王智德 ,夏元友 ,夏国邦 ,李敬东 ,陈 东,. 顺层岩质边坡结构面抗剪强度特性试验研究[J]. , 2015, 36(S2): 193-200.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!