Numerical analysis on the factors affecting post-peak characteristics of coal under uniaxial compression

被引:12
|
作者
Lu, Zhiguo [1 ,2 ]
Ju, Wenjun [1 ,2 ]
Gao, Fuqiang [1 ,2 ]
Du, Taotao [1 ,2 ]
机构
[1] CCTEG Coal Min Res Inst, Beijing, Peoples R China
[2] China Coal Res Inst, State Key Lab Coal Min & Clean Utilizat, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Post-peak behavior; Synthetic rock mass; Coal bursts; Coal burst prevention; ROCK BRITTLENESS; STRESS; STRENGTH; CRITERIA; CURVES; MARBLE; ANGLE; SHALE;
D O I
10.1007/s40789-023-00626-0
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
The post-peak characteristics of coal serve as a direct reflection of its failure process and are essential parameters for evaluating brittleness and bursting liability. Understanding the significant factors that influence post-peak characteristics can offer valuable insights for the prevention of coal bursts. In this study, the Synthetic Rock Mass method is employed to establish a numerical model, and the factors affecting coal post-peak characteristics are analyzed from four perspectives: coal matrix mechanical parameters, structural weak surface properties, height-to-width ratio, and loading rate. The research identifies four significant influencing factors: deformation modulus, density of discrete fracture networks, height-to-width ratio, and loading rate. The response and sensitivity of post-peak characteristics to single-factor and multi-factor interactions are assessed. The result suggested that feasible prevention and control measures for coal bursts can be formulated through four approaches: weakening the mechanical properties of coal pillars, increasing the number of structural weak surfaces in coal pillars, reducing the width of coal pillars, and optimizing mining and excavation speed. The efficacy of measures aimed at weakening the mechanical properties of coal is successfully demonstrated through a case study on coal burst prevention using large-diameter borehole drilling.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Numerical analysis on the factors affecting post-peak characteristics of coal under uniaxial compression
    Lu, Zhiguo
    Ju, Wenjun
    Gao, Fuqiang
    Du, Taotao
    International Journal of Coal Science and Technology, 2024, 11 (01):
  • [2] Numerical analysis on the factors affecting post-peak characteristics of coal under uniaxial compression
    Zhiguo Lu
    Wenjun Ju
    Fuqiang Gao
    Taotao Du
    International Journal of Coal Science & Technology, 2024, 11
  • [3] Post-peak behaviour of discontinuous rock mass under uniaxial compression
    Cheng, C.
    Xiao, R. -H.
    Zheng, B.
    ADVANCES IN ENERGY SCIENCE AND EQUIPMENT ENGINEERING, 2015, : 2529 - 2534
  • [4] Effect of Relative Stress on Post-Peak Uniaxial Compression Fracture Energy of Concrete
    王学滨
    JournalofWuhanUniversityofTechnology-MaterialsScience, 2003, (04) : 89 - 92
  • [5] Effect of relative stress on post-peak uniaxial compression fracture energy of concrete
    Wang Xue-bin
    Pan Yi-shan
    Journal of Wuhan University of Technology-Mater. Sci. Ed., 2003, 18 (4): : 89 - 92
  • [6] Post-peak behavior of concrete specimens undergoing deformation localization in uniaxial compression
    Nguyen Duc Tung
    Nguyen Viet Tue
    CONSTRUCTION AND BUILDING MATERIALS, 2015, 99 : 109 - 117
  • [7] Effect of relative stress on post-peak uniaxial compression fracture energy of concrete
    Wang, XB
    Pan, YS
    JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2003, 18 (04): : 89 - 92
  • [8] Effect of relative stress on post-peak uniaxial compression fracture energy of concrete
    Xue-bin, Wang
    Yi-shan, Pan
    J Wuhan Univ Technol Mater Sci Ed, 1600, 4 (89-92):
  • [9] Pre-Peak and Post-Peak Rock Strain Characteristics During Uniaxial Compression by 3D Digital Image Correlation
    H. Munoz
    A. Taheri
    E. K. Chanda
    Rock Mechanics and Rock Engineering, 2016, 49 : 2541 - 2554
  • [10] Pre-Peak and Post-Peak Rock Strain Characteristics During Uniaxial Compression by 3D Digital Image Correlation
    Munoz, H.
    Taheri, A.
    Chanda, E. K.
    ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (07) : 2541 - 2554