期刊文献+

期望体理论的实验研究及端部放矿崩矿步距优化 被引量:5

Experimental research on the expectation body theory and optimization of the rate of advance during ore breaking in side drawing
原文传递
导出
摘要 放出体形态研究是研究崩落矿岩流动规律和确定最优采场结构参数的基础.基于标志颗粒法,通过底部与端部放矿物理实验,研究无限边界条件和半无限边界条件下放出体形态及其变化规律,验证期望体理论的可靠性和适用性.在此基础上,开展了18 m×20 m结构参数下端部放矿崩矿步距的优化实验研究.研究结果表明:实际放出体形态并不是标准的椭球体,而是与期望体更为相近;在无限边界条件和半无限边界条件下,放矿量与放出体高度满足幂函数关系,与放出体半径满足指数函数关系;建议在18 m×20 m结构参数下,优先选用无贫化放矿方式和4.6 m的崩矿步距. Studies on the shape of an isolated extraction zone are the basis for investigating the flow laws of caved ore and rock and optimizing a stope’ s structural parameters. Based on the method of labeled markers, the shape of an isolated extraction zone and its changing law under both infinite and semi-infinite boundary conditions were analyzed, and the reliability and suitability of the ex-pectation body theory were validated through bottom and side drawing tests. On this basis, research on the rate of advance during ore breaking in side drawing was performed at the structural parameter of 18 m í 20 m. The results show that the actual shape of the isola-ted extraction zone is not a standard ellipsoid, but more similar to the expectation body. Under both infinite and semi-infinite boundary conditions, the mass drawn has a power function relation with the height of the isolated extraction zone and has an exponential function relation with the radius of the isolated extraction zone. It is suggested that the non-dilution drawing mode and the 4. 6-m rate of ad-vance during ore breaking should be preferentially used at the structural parameter of 18 m í 20 m.
出处 《工程科学学报》 EI CSCD 北大核心 2016年第9期1197-1203,共7页 Chinese Journal of Engineering
基金 国家自然科学基金资助项目(51374032) 科技北京百名领军人才培养工程资助项目(Z151100000315014)
关键词 崩落法 物理实验 期望体理论 优化 caving mining physical tests expectation body theory optimization
作者简介 通信作者,E-mail:jinaibing@ustb.edu.cn
  • 相关文献

参考文献12

  • 1王汉吕.放矿学.北京:冶金工业出版社,1982.
  • 2高永涛.放出期望体理论.金属矿山,1987(11):20.
  • 3Laubscher D H. Cave mining : the state of the art. J S @ lnst Min Metall, 1994, 94(10): 2279.
  • 4Castro R. Study of the Mechanisms of Gravity Flow for Block Ca- ving [Dissertationl. Brisbane: University of Queensland, 2006.
  • 5Castro R, Pineda M. The role of gravity flow in the design and planning of large sublevel stopes. J S Afr lnst Min Metall, 2015, 115(2) : 113.
  • 6Pierce M E. A Model for Gravity Flow of Fragmented Rock in Block Caving Mines [ Dissertation ]. Brisbane: University of Queensland, 2010.
  • 7孙浩,金爱兵,高永涛,孟新秋.不同端壁倾角条件下放出体形态研究及最优崩矿步距的确定[J].工程科学学报,2016,38(2):159-166. 被引量:8
  • 8吴爱祥,武力聪,刘晓辉,孙希文,周颖,尹升华.无底柱分段崩落法结构参数研究[J].中南大学学报(自然科学版),2012,43(5):1845-1850. 被引量:53
  • 9樊继平.大间距无底柱分段崩落法地压活动规律研究[学位论文].西安:西安建筑科技大学,2005.
  • 10高永涛.期望体的理论研究及其应用[学位论文].北京:北京钢铁学院.1985.

二级参考文献33

共引文献81

同被引文献43

引证文献5

二级引证文献28

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部