›› 2009, Vol. 30 ›› Issue (6): 1826-1830.

• Numerical Analysis • Previous Articles     Next Articles

Three-dimensional modeling technology and fragmentation prediction for ore-caved fragmentation

FENG Xing-long,WANG Li-guan,BI Lin,GONG Yuan-xiang,SHANG Xiao-ming   

  1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China
  • Received:2007-09-28 Online:2009-06-10 Published:2011-03-09

Abstract:

Jinchuan No.3 mine area is taken as a study object. Based on the field investigation of discontinuity parameters, by adopting Monte Carlo simulation method, a synthetic database of discontinuities is generated. The ore fragmentation for block caving is predicted by determining the number of discontinuities that form a block, establishing the equation of the discontinuities in the 3D coordinate system, determining the actual vertices and the coordinate of each vertex, and the volume of the block is measured; the characteristics of the block shape are identified. The ore fragmentation has a direct influence on the configuration of stope bottom, the selection of loading and handling equipment, secondary crushing method, the estimation of explosive consumption and so on. The simulation results show that the fragmentation with equivalent size of more than 0.9 m account for 38.2 per cent and those more than 1.3 m account for 17.2 per cent of the total fragmentation volume.

Key words: block caving method, ore-caved fragmentation, fragmentation prediction

CLC Number: 

  • TD 853.36
[1] LI Xiang,JIA Ming-tao,WANG Li-guan,BAI Yun-fei. Study of orefragment size prediction in block caving based on Monte Carlo stochastic simulation [J]. , 2009, 30(4): 1186-1190.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[4] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[5] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[6] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[7] CHEN Li-wen, SUN De-an. Bifurcation analysis of overconsolidated clays with soil-water coupling along different stress paths[J]. , 2011, 32(10): 2922 -2928 .
[8] ZHENG Gang ZHANG Li-ming DIAO Yu. Analysis of working performance of piles beneath excavation bottom and settlement calculation[J]. , 2011, 32(10): 3089 -3096 .
[9] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[10] WANG Song-he,QI Ji-lin. Experimental study of relaxation characteristics of warm permafrost[J]. , 2012, 33(6): 1660 -1666 .