A numerical study of stress changes in barrier pillars and a border area in a longwall coal mine

被引:104
|
作者
Shabanimashcool, Mahdi [1 ]
Li, Charlie C. [1 ]
机构
[1] Norwegian Univ Sci & Technol NTNU, Dept Geol & Mineral Resource Engn, Trondheim, Norway
关键词
Longwall mining; Numerical modelling; Barrier pillars; Large-scale numerical modelling; Stress changes; STABILITY;
D O I
10.1016/j.coal.2012.12.008
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
In longwall mining, stope voids are filled by caved-in rock materials. Cave-in and fracturing of roof strata cause severe disturbance to and stress changes in the host rocks. The study site is the Svea Nord coal mine. Longwall mining method was implemented to extract coal at the study site. It is intended that the coal in the border area on one side of the longwall panels will be mined after completion of the longwall mining. There is a concern about how the longwall mining affects the stress state in the border area and how the stress changes would affect future mining in the border area. 3D numerical modelling was conducted to consider the above concerns. Two models were constructed in the study. The first one is a local model that includes only two panels to study how the stresses in the barrier pillars are changed during panel mining. The second one is a mine-scale global model that includes all the panels with the aim of studying the disturbance to the border area by the longwall mining. The simulations show that the stresses in the barrier pillars fluctuate up and down during mining because of periodic cave-in events behind the longwall face. A failure zone of about 12 m exists in the wall of the barrier pillar. A large portion of the barrier pillar is still intact and is thus capable of protecting the border area. A disturbed zone of about 20 m is found to have developed in the wall of the main tunnels on the side of the border area after all the longwall panels have been mined out. The stress state in the remaining portion of the border area remains unchanged. Therefore, by considering a pillar with width of 25-35 m into the border area along the access tunnels, it will be possible to mine the rest of the border area with room-and-pillar method in the future. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:39 / 47
页数:9
相关论文
共 50 条
  • [1] Numerical Investigation for Estimation of Behaviour of Barrier Pillars, Gateroads and Face of a Deep Longwall Mine: a Case Study
    Yadav, Avula Rajashekar
    Islavath, Sreenivasa Rao
    MINING METALLURGY & EXPLORATION, 2024, 41 (01) : 463 - 478
  • [2] Numerical Investigation for Estimation of Behaviour of Barrier Pillars, Gateroads and Face of a Deep Longwall Mine: a Case Study
    Avula Rajashekar Yadav
    Sreenivasa Rao Islavath
    Mining, Metallurgy & Exploration, 2024, 41 : 463 - 478
  • [3] Stress Changes and Deformation Monitoring of Longwall Coal Pillars Located in Weak Ground
    Yu, Bin
    Zhang, Zhenyu
    Kuang, Tiejun
    Liu, Jinrong
    ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (08) : 3293 - 3305
  • [4] Stress Changes and Deformation Monitoring of Longwall Coal Pillars Located in Weak Ground
    Bin Yu
    Zhenyu Zhang
    Tiejun Kuang
    Jinrong Liu
    Rock Mechanics and Rock Engineering, 2016, 49 : 3293 - 3305
  • [5] Numerical Investigation into Evolution of Crack and Stress in Residual Coal Pillars under the Influence of Longwall Mining of the Adjacent Underlying Coal Seam
    Wang, Xin
    Wu, Yuechao
    Li, Xuehua
    Liang, Shun
    SHOCK AND VIBRATION, 2019, 2019
  • [6] Numerical simulation study on tectonic stress field of Houcao area in Daanshan Coal Mine
    Key Laboratory of Mine Disaster Prevention and Control, Shandong University of Science and Technology, Qingdao 266510, China
    Rock Soil Mech, 2006, SUPPL. (167-170):
  • [7] Study of optimum dimensioning of abutment pillars in longwall mining of GL(I)over-dot Tuncbilek Coal Mine
    Önce, G
    Taskin, F
    ROCK MECHANICS: A CHALLENGE FOR SOCIETY, 2001, : 843 - 848
  • [8] Design of barrier pillars in Tabas underground Coal Mine (Iran) using 3D numerical modeling
    Goodarzi, M.
    Rassouli, F. S.
    Yavari, M.
    ROCK STRESS AND EARTHQUAKES, 2010, : 601 - 605
  • [9] Numerical modelling of longwall mining and stability analysis of the gates in a coal mine
    Shabanimashcool, Mandi
    Li, Charlie C.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 51 : 24 - 34
  • [10] Numerical Method for Predicting and Evaluating the Stability of Section Coal Pillars in Underground Longwall Mining
    Shan, Pengfei
    Sun, Haoqiang
    Lai, Xingping
    Dai, Jingjing
    Gao, Jianming
    Yang, Pan
    Li, Wei
    Li, Chenwei
    Yan, Chengwei
    FRONTIERS IN EARTH SCIENCE, 2022, 10