Mechanism of non-uniform expansion and stability control in surrounding rock failure zone due to superimposed mining

被引:0
作者
Liu H. [1 ,2 ]
Han Z. [1 ,2 ]
Han Z. [1 ,2 ]
Huo T. [1 ,2 ]
Luo M. [1 ]
Luo Z. [1 ]
Peng J. [1 ]
Zhang H. [1 ]
机构
[1] School of Energy and Mining Engineering, China University of Mining and Technology⁃Beijing, Beijing
[2] Research Center of Roadway Support and Disaster Prevention Engineering in Coal Industry, Beijing
来源
Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering | 2024年 / 41卷 / 03期
关键词
combined mining; goaf; non-uniform damage; plastic zone; surrounding rock control;
D O I
10.13545/j.cnki.jmse.2022.0355
中图分类号
学科分类号
摘要
In order to reveal the deformation and failure characteristics of surrounding rock under the influence of superposed mining, comprehensive investigations including field monitoring, theoretical analysis & calculation, numerical simulation and field trial were carried out in 160206 working face of Yangchangwan Mine. The stress evolution field and the plastic zone distribution characteristics of surrounding rock in return airway under superimposed mining-induced stress field were studied, and the non-uniform expansion mechanism of coal roadway under superimposed mining was revealed. The results indicated that a high deviatoric stress environment of the return airway in front of the 160206 working face could be incurred by the superimposed mining effect of the upper and lower mining district suble-vels, which was the main controlling factor for the asymmetric failure of the return airway. The plastic zone of the roadway under superimposed effect expressed a butterfly-like pattern under the high deviatoric stress, and the butterfly leaf deflected to the goaf side. Non-uniform expansion characterized by expansive failure scope at the rib-side roof and pillar-side floor could be noticed in the plastic zone of the surrounding rock. Therefore, combined support technical consisting of coordinated strengthening support by asymmetric long and short cable bolts, advancing unitary chocks, and stress-relief boreholes was proposed. The industrial trail in a site impacted by the superimposed mining demonstrated favorable results. © 2024 China University of Mining and Technology. All rights reserved.
引用
收藏
页码:522 / 532
页数:10
相关论文
共 25 条
  • [1] KANG Yongshui, GENG Zhi, LIU Quansheng, Et al., Research progress on support technology and methods for soft rock with large deformation hazards in China, Rock and Soil Mechanics, 43, 8, pp. 2035-2059, (2022)
  • [2] WANG Jiachen, Sustainable coal mining based on mining ground control, Journal of Mining and Strata Control Engineering, 1, 1, (2019)
  • [3] HOU Chaojiong, WANG Xiangyu, BAI Jianbiao, Et al., Basic theory and technology study of stability control for surrounding rock in deep roadway, Journal of China University of Mining & Technology, 50, 1, pp. 1-12, (2021)
  • [4] CAI Meifeng, Key theories and technologies for surrounding rock stability and ground control in deep mining, Journal of Mining and Strata Control Engineering, 2, 3, (2020)
  • [5] CHENG Lixing, JIANG Pengfei, YANG Jianwei, Et al., Evolution characteristics of mining-induced stress partition of surrounding rock on working face of deep island, Rock and Soil Mechanics, 41, 12, pp. 4078-4086, (2020)
  • [6] HAO Zhen, GUO Linfeng, ZHAO Xidong, Et al., Analysis of burst failure energy characteristics of mining roadway surrounding rock, Journal of China Coal Society, 45, 12, pp. 3995-4005, (2020)
  • [7] KANG Hongpu, Temporal scale analysis on coal mining and strata control technologies, Journal of Mining and Strata Control Engineering, 3, 1, (2021)
  • [8] MENG Qingbin, HAN Lijun, ZHANG Fange, Et al., Coupling support effect on high-stress deep soft rock roadway and its application, Rock and Soil Mechanics, 38, 5, pp. 1424-1435, (2017)
  • [9] HE Manchao, XIE Heping, PENG Suping, Et al., Study on rock mechanics in deep mining engineering, Chinese Journal of Rock Mechanics and Engineering, 24, 16, pp. 2803-2813, (2005)
  • [10] ZHAO Zhiqiang, MA Nianjie, LIU Hongtao, Et al., A butterfly failure theory of rock mass around roadway and its application prospect, Journal of China University of Mining & Technology, 47, 5, pp. 969-978, (2018)