Practical assessment of rock damage due to blasting

被引:49
|
作者
Silva, Jhon [1 ]
Worsey, Tristan [1 ]
Lusk, Braden [2 ]
机构
[1] Univ Kentucky, Dept Min Engn, Lexington, KY 40508 USA
[2] Missouri Univ Sci & Technol, Dept Min & Nucl Engn, Rolla, MO 65409 USA
关键词
Blasting; Fracture; Fracture extension; Peak particle velocity; PREDICTION;
D O I
10.1016/j.ijmst.2018.11.003
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Blasting is the most cost effective methodology to break rock for mining or civil engineering applications. A good production blast will break only the rock that is needed to be removed, leaving the host rock with minimal damage. The control of rock damage due to blasting is very important when it comes to mine or construction design, safety, and cost. Damage to the host rock due to a production blast could result in failures, over break and unstable ground. Knowing how far the fractures generated by a production blast will go into the host rock is a valuable tool for engineers to design a safe high wall while keeping the actual excavation close to the design. Currently, there are several methods available to predict damage due to blasting. The accuracy of many of these methods is questionable, and in most cases, the methodologies over predict the results. This often leads to inefficient mines and poor construction works. When the current methodologies are reviewed, each one presents sound approaches, but in many cases they also lack consideration of other variables that, according to the authors, need to be included when predicting blast damage. This paper presents a practical methodology to assess the rock damage from blasting by combining other methodologies. The proposed method allows consideration of more variables when compared to available methods, resulting in a more accurate rock damage assessment. The method uses the estimation of the generated levels of peak particle velocity with the distance from a production blast presented by Persson and Holmberg, the peak particle velocity damage ranges proposed by Forsyth and the relationship between the static compressive strength and dynamic compressive strength of rocks from Liu. The new methodology was validated using the data published in a large-scale study performed in granite by Siskind. (C) 2018 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:379 / 385
页数:7
相关论文
共 50 条
  • [21] Meso-mechanism of damage and fracture on rock blasting
    2000, Explosion and Shock Waves, China (20):
  • [22] Numerical study on rock fracture and vibration due to blasting
    Dai, Kai-Da
    Chen, Peng-Wan
    Yang, Jun
    Journal of Beijing Institute of Technology (English Edition), 2012, 21 (01): : 13 - 18
  • [23] Numerical study on rock fracture and vibration due to blasting
    戴开达
    陈鹏万
    杨军
    Journal of Beijing Institute of Technology, 2012, 21 (01) : 13 - 18
  • [24] Some problems in the research of rock damage model by blasting
    Yanshilixue Yu Gongcheng Xuebao, 3 (255-258):
  • [25] Assessment of rock mass damage from smooth wall blasting at El Soldado mine, Chile
    Tunstall, AM
    Djordjevic, N
    Villalobos, HA
    TRANSACTIONS OF THE INSTITUTION OF MINING AND METALLURGY SECTION A-MINING INDUSTRY, 1997, 106 : A42 - A46
  • [26] Influence of blasting vibration on cumulative damage of surrounding rock
    Song X.
    Gao W.
    Ji J.
    Ye M.
    Zhang D.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (24): : 54 - 62
  • [27] A study of blasting damage in surrounding rock mass of cavern
    Tezuka, M
    Hasui, A
    Kudo, Y
    Nakagawa, K
    CHALLENGES FOR THE 21ST CENTURY, VOL. 2: COMMUNICATION TUNNELS/MISCELLANEOUS INCLUDING WATER TUNNELS/MECHANISED TUNNELLING, 1999, : 791 - 797
  • [28] Rock mass damage from blasting: Characterization and impact
    Scoble, M
    Lizotte, Y
    Paventi, M
    MEASUREMENT OF BLAST FRAGMENTATION, 1996, : 225 - 235
  • [29] Protecting external rock bodies from blasting damage
    Étkin M.B.
    Azarkovich A.E.
    Sapronov A.A.
    Vartanov V.G.
    Hydrotechnical Construction, 2001, 35 (9) : 499 - 506
  • [30] Fractal study of rock damage under blasting loading
    Zhu Wen-hua
    Ming Feng
    Song Cheng-zi
    ROCK AND SOIL MECHANICS, 2011, 32 (10) : 3131 - 3135