Assessment of Change in Rock Mass Permeability in the Vicinity of Underground Explosion from Experimental Data and Numerical Modeling

被引:3
|
作者
Budkov, A. M. [1 ]
Kocharyan, G. G. [1 ]
Kishkina, S. B. [1 ]
机构
[1] Russian Acad Sci, Sadovsky Inst Geosphere Dynam, Moscow 119334, Russia
基金
俄罗斯科学基金会;
关键词
rock mass permeability; blasting effect; shear strain; rock fragmentation; numerical modeling;
D O I
10.1134/S1062739123010027
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
The plane and axially symmetric 2D numerical modeling of rock mass blasting is carried out using the Lagrangian tensor-based method. The results are compared with the actual direct measurements of rock mass permeability in the near zone of underground nuclear explosion Dnepr-1 in Khibiny in 1972. The post-explosion permeability of hard rocks is assessable at an admissible accuracy using the calculated shear strain intensity. A case-study of rock mass permeability change assessment in the near zone of blasting of a complex configuration charge is discussed.
引用
收藏
页码:8 / 16
页数:9
相关论文
共 50 条
  • [21] Modeling the vibration characteristics of rock mass under explosion load using DE-FLAC3D numerical method
    Su, Guo-Shao
    Zhang, Xiao-Fei
    Fu, Xing-Yi
    Chen, Guang-Qiang
    Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology, 2009, 29 (06): : 471 - 474
  • [22] Validity of series and parallel bed layer permeability equations from experimental and numerical modeling
    Alabi, O. O.
    Sedara, S. O.
    SCIENTIFIC AFRICAN, 2020, 10
  • [23] Experimental investigation of wallboard containing phase change material: Data for validation of numerical modeling
    Kuznik, F.
    Virgone, J.
    ENERGY AND BUILDINGS, 2009, 41 (05) : 561 - 570
  • [24] Assessment of rock mass properties using machine performance data from roadheaders
    Tsukamoto, K.
    Hamada, H.
    Ebisu, S.
    UNDERGROUND SPACE - THE 4TH DIMENSION OF METROPOLISES, VOLS 1-3, 2007, : 261 - +
  • [25] Correction to: A statistical analysis of geomechanical data and its effect on rock mass numerical modeling: a case study
    Piotr Małkowski
    Zbigniew Niedbalski
    Tafida Balarabe
    International Journal of Coal Science & Technology, 2021, 8 : 457 - 458
  • [26] Resist-decreasing effects of rock bolts on strength of rock mass around roadway——insight from numerical modeling
    GAO FuqiangXIE Yaoshe Mining and Designing BranchCentral Coal Research InstituteBeijing China Department of Earth SciencesSimon Fraser UniversityBurnaby VCZCanada School of MinesChina University of Mining TechnologyXuzhouJiangsu China
    MiningScienceandTechnology, 2009, 19 (04) : 425 - 429
  • [28] Three-dimensional modeling of borehole data cored from engineering rock mass
    He M.
    Li X.
    Liu B.
    Xu N.
    Frontiers of Architecture and Civil Engineering in China, 2007, 1 (3): : 334 - 339
  • [29] Numerical stability assessment of a mining slope using the synthetic rock mass modeling approach and strength reduction technique
    Teng, Lin
    He, Yuanyuan
    Wang, Yan
    Sun, Changze
    Yan, Jianhua
    FRONTIERS IN EARTH SCIENCE, 2024, 12
  • [30] Assessment of Stress-Strain Behavior from Electromagnetic Radiation Data in Rock Mass
    Bizyaev, A. A.
    Vostretsov, A. G.
    Smirnyagin, I. I.
    Sharapova, M. D.
    JOURNAL OF MINING SCIENCE, 2024, 60 (06) : 1064 - 1070