Theoretical analysis of drilling cuttings considering stress zoning of surrounding rock and its application in stress detection

被引:4
|
作者
Geng, Yanfeng [1 ]
Tan, Jian [1 ,5 ]
Yin, Yanchun [2 ,3 ,4 ]
Tan, Yunliang [2 ,3 ,4 ]
机构
[1] China Univ Petr, Coll Control Sci & Engn, Qingdao, Shandong, Peoples R China
[2] Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control Cofou, Qingdao, Shandong, Peoples R China
[3] Shandong Univ Sci & Technol, Minist Sci & Technol, Qingdao, Shandong, Peoples R China
[4] Shandong Univ Sci & Technol, Coll Energy & Min Engn, Qingdao, Shandong, Peoples R China
[5] China Univ Petr, Qingdao 266580, Shandong, Peoples R China
关键词
drilling cuttings; rockburst; stress distribution; stress zoning; COAL; ROCKBURST; BURSTS; HARD;
D O I
10.1002/ese3.1411
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
Drilling cuttings method is a commonly used method to detect the risk of rockburst, which has been widely recognized and applied in coal mines. However, in the current theoretical research on the relationship between drilling cuttings method and coal stress, it is generally considered that the mechanical parameters of coal at different positions of roadway are unchanged, and the influence of surrounding rock plastic zone and elastic zone is not considered. Therefore, according to the secondary distribution characteristics of roadway side stress, the theoretical calculation formula of drilling cuttings in the plastic zone and elastic zone of the roadway side is established in this paper. The example shows that the distribution of cuttings on the roadway side is obviously consistent with the abutment pressure. The cuttings in the plastic zone and the elastic zone are in linear and power function with the coal stress, respectively, and the cuttings in the plastic zone are greater than those in the elastic zone. With the increase of the hole diameter, the slope of the relationship curve between the drill-cutting weight and stress gradually increases, and the response of the drill-cutting weight with a large hole diameter to the change of coal stress is more obvious. The numerical simulation results show that the error of the theoretical calculation formula of the drilling cuttings method is less than 9%, which can meet the engineering application needs of estimating the drill-cutting weight in coal and the stress of coal. Using the theoretical formula, the stress field in the leading area of the working face is measured, and the leading influence range and the accurate position of the high stress concentration area are determined, which provides more comprehensive stress information for the early warning of impact danger and pressure relief.
引用
收藏
页码:1662 / 1670
页数:9
相关论文
共 50 条
  • [31] Field Monitoring of Surrounding Rock Stress and Rheological Analysis in Tunnel Construction
    Huang, Qiang
    Dong, Yingna
    Li, Zhida
    ADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011, 261-263 : 1079 - +
  • [32] Stress analysis of heterogeneous frozen wall considering interaction with surrounding soil
    Wang B.
    Rong C.
    Cheng H.
    Rong, Chuanxin (chxrong@aust.edu.cn), 1600, China Coal Society (42): : 354 - 361
  • [33] A splitting failure criterion of surrounding rock mass in depth of high in situ stress region and its engineering application
    Li, X. J.
    Zhu, W. S.
    Yang, W. N.
    Li, Y.
    BOUNDARIES OF ROCK MECHANICS: RECENT ADVANCES AND CHALLENGES FOR THE 21ST CENTURY, 2008, : 901 - 905
  • [34] Productivity model of CBM wells considering the stress sensitivity and its application analysis
    Meng, Z.-P. (mzp@cumtb.edu.cn), 1600, China Coal Society (39):
  • [35] Theoretical study on the critical index of rock burst stress monitoring in coal seam drilling
    Ji, Yuxuan
    Wang, Gang
    Wang, Aiwen
    Shi, Tianwei
    Dai, Lianpeng
    Xiao, Xiaochun
    Ding, Xin
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [36] Stress distribution characteristics in rock surrounding heading face and its relationship with supporting
    Kang, Hong-Pu
    Wang, Jin-Hua
    Gao, Fu-Qiang
    Meitan Xuebao/Journal of the China Coal Society, 2009, 34 (12): : 1585 - 1593
  • [37] Deformation and Stress of Rock Masses Surrounding a Tunnel Shaft Considering Seepage and Hard Brittleness Damage
    Zhao, Zhenping
    Chen, Jianxun
    Fang, Tengfei
    Liu, Weiwei
    Luo, Yanbin
    Wang, Chuanwu
    Dong, Jialiang
    Li, Jian
    Wang, Heqi
    Huang, Dengxia
    SYMMETRY-BASEL, 2024, 16 (10):
  • [38] Explicit analytical solutions for surrounding rock stress of a shallow buried tunnel considering seepage effect
    Xu, Changjie
    Liang, Luju
    Chen, Qizhi
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2018, 22 : s149 - s163
  • [39] Evaluation of the collapsible deformation of surrounding rock of loess hydraulic tunnel considering ground stress variation
    She Fangtao
    Xu Wanying
    Liu Lele
    Liu Guoping
    Li Lei
    Duan Changhui
    Geoenvironmental Disasters, 10
  • [40] Evaluation of the collapsible deformation of surrounding rock of loess hydraulic tunnel considering ground stress variation
    Fangtao, She
    Wanying, Xu
    Lele, Liu
    Guoping, Liu
    Lei, Li
    Changhui, Duan
    GEOENVIRONMENTAL DISASTERS, 2023, 10 (01)