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
  • [21] Road Slope Deformation Monitoring Experiment and Error Analysis by Ground Based GNSS-R Method
    Yan S.
    Mei J.
    Chen Y.
    Chen C.
    Wuhan Daxue Xuebao (Xinxi Kexue Ban)/Geomatics and Information Science of Wuhan University, 2024, 49 (01): : 100 - 108
  • [22] Deformation-Based Basal Heave Reliability Analysis and Selection on Monitoring Points for General Braced Excavations
    Meng, Kaiqi
    Yu, Guangming
    Li, Liang
    Xu, Zhen
    Lei, Jun
    Fan, Yanxiang
    Yu, Hongbiao
    Xu, Liang
    SUSTAINABILITY, 2023, 15 (11)
  • [23] Deformation and Reinforcement Monitoring Analysis of Tail Water Outlet Slope in a Hydropower Station
    Zhang, Xu
    Zhou, Shaowu
    Zhang, Cheng
    Gong, Weigiang
    Qiao, Yu
    2019 3RD INTERNATIONAL WORKSHOP ON RENEWABLE ENERGY AND DEVELOPMENT (IWRED 2019), 2019, 267
  • [24] Deformation monitoring and stability analysis for potential slope of high and steep open pit
    Yu Weijian
    Gao Qian
    Zhang Nong
    Wang Ping
    DISASTER ADVANCES, 2012, 5 (04): : 1474 - 1480
  • [25] Deformation-based safety monitoring model for high slope in hydropower project
    Su H.
    Yang M.
    Wen Z.
    Cao J.
    Su, Huaizhi (su_huaizhi@hhu.edu.cn), 1600, Springer Verlag (06): : 779 - 790
  • [26] Experimental Study on Slope Deformation Monitoring Based on a Combined Optical Fiber Transducer
    Zheng, Yong
    Liu, Dong-Yan
    Zhu, Zheng-Wei
    Liu, Hong-Lin
    Liu, Bang
    JOURNAL OF SENSORS, 2017, 2017
  • [27] Deformation Monitoring of Water Bearing Soil Slope Based on Ground Interferometric Radar
    Zhang H.
    Yang X.
    Ma H.
    Yu Z.
    Wang Y.
    Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology, 2023, 43 (11): : 1154 - 1163
  • [28] Stability analysis of soil slope based on deformation reinforcement theory
    Liu, Yaoru
    Wang, Chuanqi
    Yang, Qiang
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2012, 58 : 10 - 19
  • [29] Deformation and Stability Analysis of Large Slope Based on ADINA Software
    Yuan, Baoyuan
    Pan, Weifan
    Wang, Qi
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1047 - 1050
  • [30] Deformation monitoring and evaluation of unstable slope based on ground-based and spaceborne SAR images
    Wang, Yanchao
    Jiang, Wenliang
    Li, Bingquan
    Luo, Yi
    Li, Yongsheng
    Li, Qiang
    JOURNAL OF APPLIED REMOTE SENSING, 2022, 16 (03)