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金属矿山 ›› 2008, Vol. 38 ›› Issue (09): 84-86+162.

• 地质与测量 • 上一篇    下一篇

矿山注浆堵水帷幕稳定性监测方法的研究与进展

张省军1,2,唐春安1,王在泉3   

  1. 1.东北大学;2.济南钢城矿业有限公司;3.青岛理工大学
  • 收稿日期:2008-07-23 出版日期:2008-09-15 发布日期:2011-07-14
  • 基金资助:

    国家自然科学基金项目(编号:50674059 ),山东省自然科学基金项目(编号:Y2005A03 )。

Research and Progress in the Stability Monitoring Methods of Mine Grouting Curtain for Water Blockage

Zhang Shengjun1,2,Tang Chunan1,Wang Zaiquan3   

  1. 1.Northeastern University;2.Jinan Gangcheng Mining Group;3.Qingdao University of Technology
  • Received:2008-07-23 Online:2008-09-15 Published:2011-07-14

摘要: 介绍并分析了目前矿山注浆堵水帷幕稳定性监测方法的研究现状,并对其进行了分析。简述了数字化注浆堵水帷幕稳定性微震监测方法的机理、特点,以及张马屯铁矿注浆帷幕稳定性微震监测系统的建设与应用,指出了微震监测技术在预防矿山突水等动力灾害中的应用前景。

关键词: 注浆帷幕, 稳定性, 监测方法, 微震监测

Abstract: The paper analyzes the current research on the stability monitoring methods of mine grouting curtain for water blockage, describes briefly the mechanism and characteristics of the digitalized microseismic monitoring method for the stability of grouting curtain for water blockage and the construction and application of such a digitalized microseismic monitoring system in Zhangmatun Iron Mine, and prospects the future application of microseismic monitoring in preventing dynamic disasters such as mine water inrush.

Key words: Grouting curtain, Stability, Monitoring method, Micromeismic monitoring