Remote monitoring of rock mass deformation during mining

被引:0
|
作者
Gladwin, MT [1 ]
Gwyther, RL [1 ]
Mee, M [1 ]
机构
[1] CSIRO, Explorat & Mining, Pinjarra Hills, Qld 4069, Australia
来源
MASSMIN 2000, PROCEEDINGS | 2000年 / 2000卷 / 07期
关键词
D O I
暂无
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Accurate measurement of rock mass response during the mining of massive underground orebodies is essential, as mines become larger and deeper. These measurements enable: provision of quantitative data for optimal pit slope design and engineering; monitoring of the stability of deep pit slopes, the long-term integrity of shafts and large-scale underground infrastructure, and long-term measurements of deformation or rock mass creep following the mining process for environmental management Strainmeters traditionally used for deformation measurement have neither the long-term stability nor the high sensitivity to perform measurements in these applications. This paper describes a new precision borehole strain monitoring system (GTS) currently deployed by CSIRO Exploration and Mining, which has the potential to solve these new issues in rock mass deformation monitoring. This technology was originally developed for use in hard rock mines (Gladwin, 1977) and refined considerably for earthquake research (Gladwin et al, 1994; Gwyther Et al, 1992). A case study of the use of the GTS in monitoring longwall coal mining over the period 1993 - 1998 is presented.
引用
收藏
页码:209 / 216
页数:8
相关论文
共 50 条
  • [41] Deformation Monitoring and Back Analysis on Surrounding Rock Mechanics Parameters for Metro Construction with Mining Method in Dalian
    Zhao, Jie
    Liu, Lisheng
    Wang, Guixuan
    INTERNATIONAL CONFERENCE ON TRANSPORTATION (ICTR 2013), 2013, : 197 - 203
  • [42] Simulation study of fiber optic monitoring technology of surrounding rock deformation under deep mining conditions
    Xu S.
    Zhang P.
    Zhang D.
    Wu R.
    Guo L.
    Journal of Civil Structural Health Monitoring, 2015, 5 (05) : 563 - 571
  • [43] Deformation calculation in soil and rock mass of slope in open-pit mining and its safety evaluation
    Guo, Qi-Lin
    Qiao, Shi-Fan
    Wang, Lu
    Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering, 2012, 29 (05): : 679 - 684
  • [44] Geophysical imprint of mining-induced rock mass deformation in the area of construction disaster in Bytom (Poland)
    Kotyrba, Andrzej
    Kortas, Lukasz
    JOURNAL OF SUSTAINABLE MINING, 2023, 22 (03): : 169 - 184
  • [45] Research into deformation processes in the rock mass surrounding the stoping face when mining sloping ore deposits
    Salkynov, Arnat
    Rymkulova, Arailym
    Suimbayeva, Aigerim
    Zeitinova, Sholpan
    MINING OF MINERAL DEPOSITS, 2023, 17 (02): : 82 - 90
  • [46] Experimental research on deformation failure process of roadway tunnel in fractured rock mass induced by mining excavation
    Li, Guang
    Ma, Fengshan
    Guo, Jie
    Zhao, Haijun
    ENVIRONMENTAL EARTH SCIENCES, 2022, 81 (08)
  • [47] Rock Mass and Pore Fluid Response in Deep Mining: A Field Monitoring Study at Inclined Longwalls
    Qu, Qingdong
    Guo, Hua
    Yuan, Liang
    Shen, Baotang
    Yu, Guofeng
    Qin, Johnny
    MINERALS, 2022, 12 (04)
  • [48] Experimental research on deformation failure process of roadway tunnel in fractured rock mass induced by mining excavation
    Guang Li
    Fengshan Ma
    Jie Guo
    Haijun Zhao
    Environmental Earth Sciences, 2022, 81
  • [49] Study of the Rock Mass Failure Process and Mechanisms During the Transformation from Open-Pit to Underground Mining Based on Microseismic Monitoring
    Zhao, Yong
    Yang, Tianhong
    Bohnhoff, Marco
    Zhang, Penghai
    Yu, Qinglei
    Zhou, Jingren
    Liu, Feiyue
    ROCK MECHANICS AND ROCK ENGINEERING, 2018, 51 (05) : 1473 - 1493
  • [50] Study of the Rock Mass Failure Process and Mechanisms During the Transformation from Open-Pit to Underground Mining Based on Microseismic Monitoring
    Yong Zhao
    Tianhong Yang
    Marco Bohnhoff
    Penghai Zhang
    Qinglei Yu
    Jingren Zhou
    Feiyue Liu
    Rock Mechanics and Rock Engineering, 2018, 51 : 1473 - 1493