Slope deformation partitioning and monitoring points optimization based on cluster analysis

被引:3
|
作者
Li, Yuan-zheng [1 ]
Shen, Jun-hui [1 ]
Zhang, Wei-xin [2 ,3 ]
Zhang, Kai-qiang [4 ,5 ]
Peng, Zhang-hai [1 ]
Huang, Meng [1 ]
机构
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Prot, Chengdu 610059, Peoples R China
[2] Hefei Univ Technol, Sch Resources & Environm Engn, Hefei 230009, Peoples R China
[3] Inner Mongolia First Machinery Grp Co Ltd, Baotou 014030, Peoples R China
[4] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[5] China Commun Construct Fourth Harbor Engn Inst Co, Guangzhou 510230, Peoples R China
基金
中国国家自然科学基金;
关键词
Excavation slope; Surface displacement monitoring; Spatial deformation analysis; Clustering analysis; Slope deformation partitioning; Monitoring point optimization; AFFINITY PROPAGATION; LANDSLIDE; SYSTEM; PREDICTION; VALIDITY; DESIGN;
D O I
10.1007/s11629-023-8015-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The scientific and fair positioning of monitoring locations for surface displacement on slopes is a prerequisite for early warning and forecasting. However, there is no specific provision on how to effectively determine the number and location of monitoring points according to the actual deformation characteristics of the slope. There are still some defects in the layout of monitoring points. To this end, based on displacement data series and spatial location information of surface displacement monitoring points, by combining displacement series correlation and spatial distance influence factors, a spatial deformation correlation calculation model of slope based on clustering analysis was proposed to calculate the correlation between different monitoring points, based on which the deformation area of the slope was divided. The redundant monitoring points in each partition were eliminated based on the partition's outcome, and the overall optimal arrangement of slope monitoring points was then achieved. This method scientifically addresses the issues of slope deformation zoning and data gathering overlap. It not only eliminates human subjectivity from slope deformation zoning but also increases the efficiency and accuracy of slope monitoring. In order to verify the effectiveness of the method, a sand-mudstone interbedded Counter-Tilt excavation slope in the Chongqing city of China was used as the research object. Twenty-four monitoring points deployed on this slope were monitored for surface displacement for 13 months. The spatial location of the monitoring points was discussed. The results show that the proposed method of slope deformation zoning and the optimized placement of monitoring points are feasible.
引用
收藏
页码:2405 / 2421
页数:17
相关论文
共 50 条
  • [41] Investigation on long-term progressive deformation of engineering slope based on comprehensive monitoring
    Zhang Shi-shu
    Guo Song-feng
    Qi Sheng-wen
    Tang Feng-jiao
    Hu Jin-shan
    Zhao Xiao-ping
    Ran Cong-yan
    Wang Xin
    Zou Yu
    Huang Xiao-lin
    Zheng Bo-wen
    Liang Ning
    JOURNAL OF MOUNTAIN SCIENCE, 2022, 19 (06) : 1576 - 1587
  • [42] Development and operation of a fiber Bragg grating based online monitoring strategy for slope deformation
    Guo, Yongxing
    Zhang, Dongsheng
    Fu, Jianjun
    Liu, Shaobo
    Zhang, Shengzhuo
    Zhu, Fangdong
    SENSOR REVIEW, 2015, 35 (04) : 348 - 356
  • [43] Application of GPS technology to sliding slope deformation monitoring
    Xu, M. L.
    Yang, E. Y.
    BOUNDARIES OF ROCK MECHANICS: RECENT ADVANCES AND CHALLENGES FOR THE 21ST CENTURY, 2008, : 547 - 549
  • [44] Investigation on long-term progressive deformation of engineering slope based on comprehensive monitoring
    ZHANG Shi-shu
    GUO Song-feng
    QI Sheng-wen
    TANG Feng-jiao
    HU Jin-shan
    ZHAO Xiao-ping
    RAN Cong-yan
    WANG Xin
    ZOU Yu
    HUANG Xiao-lin
    ZHENG Bo-wen
    LIANG Ning
    Journal of Mountain Science, 2022, 19 (06) : 1576 - 1587
  • [45] Investigation on long-term progressive deformation of engineering slope based on comprehensive monitoring
    Shi-shu Zhang
    Song-feng Guo
    Sheng-wen Qi
    Feng-jiao Tang
    Jin-shan Hu
    Xiao-ping Zhao
    Cong-yan Ran
    Xin Wang
    Yu Zou
    Xiao-lin Huang
    Bo-wen Zheng
    Ning Liang
    Journal of Mountain Science, 2022, 19 : 1576 - 1587
  • [46] Application feasibility study of single based station CORS in deformation monitoring of mine slope
    Wei, Q. B.
    Li, W.
    Gao, L. B.
    Wang, C.
    Li, Q. L.
    PROGRESS IN MINE SAFETY SCIENCE AND ENGINEERING II, 2014, : 379 - 382
  • [48] Fuzzy cluster analysis of slope stability
    Yuan Jing
    Liu Haiqing
    Wang Jinli
    3RD INTERNATIONAL SYMPOSIUM ON MODERN MINING & SAFETY TECHNOLOGY PROCEEDINGS, 2008, : 1054 - 1058
  • [49] The deformation prediction of foundation pit slope based on time series analysis
    Liu, Hanbing
    Sun, Yanyi
    Cheng, Yongchun
    Jiang, Ping
    Jiao, Yubo
    INFORMATION ENGINEERING FOR MECHANICS AND MATERIALS SCIENCE, PTS 1 AND 2, 2011, 80-81 : 516 - +
  • [50] Analysis of Deformation and Failure for Embankment Slope Based on FLAC: A Numerical Study
    Wang Genlong
    Xu Youning
    Yu Guoqiang
    Wu Faquan
    ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 2: LANDSLIDE PROCESSES, 2015, : 1261 - 1266