Surrounding rock stress distribution characterization via unit cutting energy

被引:0
|
作者
Xiangfeng Lv
Liting Cao
Xinyue Li
Lingfeng Meng
机构
[1] University of Science and Technology Beijing,School of Civil and Resource Engineering
关键词
Rock burst; Monitoring and early warning; Digital drilling parameters; Drill-cutting weight; Surrounding rock stress; In-situ testing;
D O I
暂无
中图分类号
学科分类号
摘要
Drill-cutting methods play a vital role in rock burst monitoring and early warning. In this study, to improve the accuracy and efficiency of the drill-cutting method, first, a linear positive correlation between the drill-cutting weight and surrounding rock stress is revealed based on elastic damage mechanics. Next, a drill-cutting mechanical equation between the unit cutting energy and digital drilling parameters is established, and a model for the unit cutting energy and drill-cutting weight, the Ec–N model, is proposed for surrounding rock stress distribution characterization. Furthermore, to verify the rationality of the Ec–N model, an intelligent drill-cutting apparatus was developed, which consists of a hydraulic power system, digital drill-cutting system, intelligent monitoring system, and auxiliary control system. Finally, in-situ testing was conducted at the 703 working face of a coal mine in China, and the surrounding rock stress distribution characteristics were characterized using the proposed Ec–N model. The results show that the Ec–N model characterization results are in agreement with the measured drill-cutting weights, with a mean deviation of 10.7%. The results and findings of this study are conducive to rock burst monitoring and early warning in coal mines.
引用
收藏
相关论文
共 50 条
  • [31] Detection of Stress Distribution in Surrounding Rock of Coal Seam Roadway Based on Charge Induction Principle
    Wang, Gang
    Du, Lulu
    Fan, Dewei
    Wang, Aiwen
    Shi, Tianwei
    Dai, Lianpeng
    ELECTRONICS, 2024, 13 (15)
  • [32] Stress distribution and surrounding rock control of mining near to the overlying coal pillar in the working face
    Rui Gao
    Bin Yu
    Xiangbin Meng
    International Journal of Mining Science and Technology, 2019, 29 (06) : 881 - 887
  • [33] Stress distribution and surrounding rock control of mining near to the overlying coal pillar in the working face
    Gao, Rui
    Yu, Bin
    Meng, Xiangbin
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2019, 29 (06) : 881 - 887
  • [34] Analysis of stress distribution characteristics of fully anchored bolt based on actual surrounding rock deformation
    Li Y.
    Zhao C.
    Cong L.
    Meng X.
    Dong C.
    Meitan Xuebao/Journal of the China Coal Society, 2019, 44 (10): : 2966 - 2973
  • [35] Study on the Calculation of the Surrounding Rock Stress on Shield Tunnels in Rock Strata
    Nian Liu
    Zhuyin Wen
    Guangming You
    Sheng Wang
    Wen Liu
    Geotechnical and Geological Engineering, 2023, 41 : 4383 - 4393
  • [36] Study on the Calculation of the Surrounding Rock Stress on Shield Tunnels in Rock Strata
    Liu, Nian
    Wen, Zhuyin
    You, Guangming
    Wang, Sheng
    Liu, Wen
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2023, 41 (08) : 4383 - 4393
  • [37] Analysis and illustration on deviatoric stress strain energy generation of surrounding rock in circular tunnel excavation
    College of Civil Engineering, Qingdao Technological University, Qingdao 266520, China
    Yantu Gongcheng Xuebao, 2007, 12 (1780-1786):
  • [38] Stress and deformation law of surrounding rock in the second reuse of roadway formed by roof cutting in the three soft coal seam
    Zhang, Yong
    Shen, Fuxin
    Sun, Xiaoming
    He, Manchao
    Wang, Jiong
    Du, Min
    Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology, 2020, 49 (02): : 247 - 254
  • [39] Correlation of specific energy with rock brittleness concepts on rock cutting
    Altindag, R
    JOURNAL OF THE SOUTHERN AFRICAN INSTITUTE OF MINING AND METALLURGY, 2003, 103 (03) : 163 - 171
  • [40] Field Monitoring of Surrounding Rock Stress in Tunnel Construction
    Dong, Yingna
    Huang, Qiang
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 1735 - 1739