Stability classification model of mine-lane surrounding rock based on distance discriminant analysis method

被引:0
|
作者
Wei Zhang
Xi-bing Li
Feng-qiang Gong
机构
[1] Central South University,School of Resources and Safety Engineering
[2] Hunan Key Laboratory of Resources Exploitation and Hazard Control for Deep Metal Mines,undefined
关键词
distance discriminant analysis; stability; classification; lane surrounding rock;
D O I
暂无
中图分类号
学科分类号
摘要
Based on the principle of Mahalanobis distance discriminant analysis (DDA) theory, a stability classification model for mine-lane surrounding rock was established, including six indexes of discriminant factors that reflect the engineering quality of surrounding rock: lane depth below surface, span of lane, ratio of directly top layer thickness to coal thickness, uniaxial comprehensive strength of surrounding rock, development degree coefficient of surrounding rock joint and range of broken surrounding rock zone. A DDA model was obtained through training 15 practical measuring samples. The re-substitution method was introduced to verify the stability of DDA model and the ratio of mis-discrimination is zero. The DDA model was used to discriminate 3 new samples and the results are identical with actual rock kind. Compared with the artificial neural network method and support vector mechanic method, the results show that this model has high prediction accuracy and can be used in practical engineering.
引用
收藏
页码:117 / 120
页数:3
相关论文
共 50 条
  • [41] Stability analysis of surrounding rock by stochastic field finite element method
    Liu, DS
    Zheng, YR
    COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 1, 1997, : 587 - 591
  • [42] Study on feedback analysis method for stability of surrounding rock in underground engineering
    State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
    Rock Soil Mech, 2006, SUPPL. (443-448):
  • [43] An FDM-DEM coupling method based on REV for stability analysis of tunnel surrounding rock
    Zhou, Zongqing
    Gao, Tian
    Sun, Jiwei
    Gao, Chenglu
    Bai, Songsong
    Jin, Gaohan
    Liu, Yuhan
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2024, 152
  • [44] Rock bridge fracture model and stability analysis of surrounding rock in underground cavern group
    Yu, Song
    Zhu, Wei-shen
    Yang, Wei-min
    Zhang, Dun-fu
    Ma, Qing-song
    STRUCTURAL ENGINEERING AND MECHANICS, 2015, 53 (03) : 481 - 495
  • [45] Fuzzy rule based classification method of surrounding rock stability of coal roadway using artificial intelligence algorithm
    Deng, Guangzhe
    Fu, Yingkai
    JOURNAL OF INTELLIGENT & FUZZY SYSTEMS, 2021, 40 (04) : 8163 - 8171
  • [46] Classification of surrounding rock stabilities based on projection pursuit interpolation model
    Chen Guang-zhou
    Xu Xiao-chun
    Wang Jia-quan
    Xie Hua-ming
    ROCK AND SOIL MECHANICS, 2010, 31 (06) : 1897 - 1901
  • [47] Classification of surrounding rock stabilities based on projection pursuit interpolation model
    Chen, Guang-Zhou
    Xu, Xiao-Chun
    Wang, Jia-Quan
    Xie, Hua-Ming
    Yantu Lixue/Rock and Soil Mechanics, 2010, 31 (06): : 1897 - 1901
  • [48] Intelligent classification model of surrounding rock of tunnel using drilling and blasting method
    Wang, Mingnian
    Zhao, Siguang
    Tong, Jianjun
    Wang, Zhilong
    Yao, Meng
    Li, Jiawang
    Yi, Wenhao
    UNDERGROUND SPACE, 2021, 6 (05) : 539 - 550
  • [49] Classification model of surrounding rock of underground oil storage caverns based on weights back analysis method and efficacy coefficient method and its application
    Xue Yi-guo
    Li Shu-cai
    Qiu Dao-hong
    Wang Zhe-chao
    Su Mao-xin
    Tian Hao
    ROCK AND SOIL MECHANICS, 2013, 34 (12) : 3549 - 3554
  • [50] Stability Analysis of Tunnel Surrounding Rock and Shotcrete Lining and Rock Bolts Based on Strength Reduction Finite Element Method
    Li, Ying
    Sun, Rongguan
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 1936 - +