NUMERICAL MODELLING OF MASSIF ZONAL STRUCTURING AROUND UNDERGROUND WORKING

被引:3
|
作者
Kononenko, M. [1 ]
Khomenko, O. [1 ]
Sudakov, A. [2 ]
Drobot, S. [3 ]
Lkhagva, Ts. [4 ]
机构
[1] Natl Min Univ, Underground Min Dept, 19 Yavornytskoho Ave,4-58, UA-49005 Dnepropetrovsk, Ukraine
[2] Natl Min Univ, Tech Prospect Deposits Dept, 19 Yavornytskoho Ave,9-401, UA-49005 Dnepropetrovsk, Ukraine
[3] State Concern Yaderne Palyvo, 34 Khreshchatyk St, UA-01001 Kiev, Ukraine
[4] Mongolian Univ Sci & Technol, Postgrad Study Dept, 8th Khoroo,Baga Toiruu 34, Ulaanbaatar 14191, Mongolia
来源
MINING OF MINERAL DEPOSITS | 2016年 / 10卷 / 03期
关键词
finite element method; thermodynamic method; massif zonal structuring; rock massif;
D O I
10.15407/mining10.03.101
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Purpose. To identify indicators of massif zonal structuring around underground working using numerical modeling techniques. Methods. Research into massif zonal structuring was performed using finite element method and thermodynamic method by which the size and number of zones formed around development workings and stopes have been simulated. Findings. The ratio of zones' vertical and horizontal semi axes in the massif has been established and reliability of the obtained results was determined. The prospects of new modeling techniques for the study of massif zonal structuring parameters around underground workings have been identified. Originality. The opportunities for wide application of numerical simulation methods to study the phenomenon of zonal encapsulation by the massif of underground workings have been revealed. Practical implications. The sizes and shapes of zones in the massif around workings were determined and requirements were formulated stating that synergetic research methods should allow to more accurately determine the number, size and shape of zones, as well as fading sinusoidal stress and massif strain domains.
引用
收藏
页码:101 / 106
页数:6
相关论文
共 50 条
  • [1] NUMERICAL SIMULATION OF ZONAL DISINTEGRATION OF ROCKS AROUND UNDERGROUND WORKING AT GREAT DEPTH
    Zhang, Yong-Bin
    Liang, Zheng-Zhao
    Ma, Tian-Hui
    Li, Lian-Chong
    Zuo, Yu-Jun
    CONTROLLING SEISMIC HAZARD AND SUSTAINABLE DEVELOPMENT OF DEEP MINES: 7TH INTERNATIONAL SYMPOSIUM ON ROCKBURST AND SEISMICITY IN MINES (RASIM7), VOL 1 AND 2, 2009, : 1257 - 1262
  • [2] Non–Euclidean Model of the Zonal Disintegration of Rocks around an Underground Working
    M. A. Guzev
    A. A. Paroshin
    Journal of Applied Mechanics and Technical Physics, 2001, 42 (1) : 131 - 139
  • [3] Numerical Investigation on Zonal Disintegration Mechanism around Deep Underground Openings
    Zuo, Yu-Jun
    Jia, Peng
    Zhu, Wan-Cheng
    Xu, Tao
    ADVANCES IN MECHANICAL ENGINEERING, 2013,
  • [4] Numerical study on zonal disintegration of rock mass around deep underground openings
    Jia, P.
    Tang, C. A.
    Zhang, Y. B.
    HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT, 2012, : 237 - 241
  • [5] Numerical model for the zonal disintegration of the rock mass around deep underground workings
    Li, S. C.
    Feng, X. D.
    Li, S. C.
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2013, 67-68 : 65 - 73
  • [6] INDUSTRIAL RESEARCH INTO MASSIF ZONAL FRAGMENTATION AROUND MINE WORKINGS
    Khomenko, O.
    Kononenko, M.
    Netecha, M.
    MINING OF MINERAL DEPOSITS, 2016, 10 (01): : 50 - 56
  • [7] Zonal disintegration of rock mass around an underground excavation
    Mirenkov, V. E.
    JOURNAL OF MINING SCIENCE, 2014, 50 (01) : 33 - 37
  • [8] Zonal disintegration of rock mass around an underground excavation
    V. E. Mirenkov
    Journal of Mining Science, 2014, 50 : 33 - 37
  • [9] MODEL OF THE INHOMOGENEOUS ELASTIC-PLASTIC DEFORMABLE ROCK MASSIF FOR ANALYSIS SSS AND STRENGTH AROUND UNDERGROUND WORKING
    Alimzhanov, A. M.
    BULLETIN OF THE NATIONAL ACADEMY OF SCIENCES OF THE REPUBLIC OF KAZAKHSTAN, 2014, (01): : 3 - 14
  • [10] Mechanism of zonal disintegration around deep underground excavations under triaxial stress - Insight from numerical test
    Jia, P.
    Zhu, W. C.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 48 : 1 - 10