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基于声发射定位技术的矿柱破坏规律实验研究(英文)
引用本文:徐帅,刘建坡,徐世达,魏炯,黄文柏,东龙宾.基于声发射定位技术的矿柱破坏规律实验研究(英文)[J].中国有色金属学会会刊,2012,22(11):2792-2798.
作者姓名:徐帅  刘建坡  徐世达  魏炯  黄文柏  东龙宾
作者单位:东北大学深部金属矿山安全开采教育部重点实验室
基金项目:Projects (2013BAB02B01, 2013BAB02B03) supported by the Key Projects in the National Science & Technoogy Pillar Program During the Twelfth Five-Year Plan Period;Projects (51274055, 51204030, 51204031, 51109035) supported by the National Natural Science Foundation of China;Projects (N110301006, N110501001, N110401003) supportecd by the Fundamental Research Funds for the Central Unviersity, China
摘    要:声发射技术是研究岩石损伤破坏的良好工具。通过与矿柱相似的材料试验研究,对微裂纹的时空演化规律进行研究。断铅试验结果表明:所提出的基于最小二乘法和Geiger算法的声发射组合定位算法的定位精度良好,能满足岩石破坏过程声发射监测的需要。声发射定位结果直观地反映岩样内部裂纹初始、扩展的空间位置,对于研究岩石破坏机理具有重要意义。在受载条件下,矿柱与顶板相接位置最容易产生应力集中,出现声发射群集现象,其最终破坏结果与声发射定位时间群集区域吻合良好,说明矿柱与顶板相接位置属于宏观破坏发生的危险区;当岩石进入塑性变形阶段后,声发射率明显下降,出现"平静期",可以作为岩石失稳破坏的前兆特征。

关 键 词:岩石破坏机制  矿柱岩样  破坏特征  时空演化  微裂纹  声发射  定位算法  平静期
收稿时间:1 February 2012

Experimental studies on pillar failure characteristics based on acoustic emission location technique
XU Shuai, LIU Jian-po, XU Shi-da, WEI Jiong, HUANG Wen-bai, DONG Long-bin.Experimental studies on pillar failure characteristics based on acoustic emission location technique[J].Transactions of Nonferrous Metals Society of China,2012,22(11):2792-2798.
Authors:XU Shuai  LIU Jian-po  XU Shi-da  WEI Jiong  HUANG Wen-bai  DONG Long-bin
Affiliation:Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China
Abstract:Acoustic emission (AE) technique is a useful tool for investigating rock damage mechanism, and is used to study the temporal-spatial evolution process of microcracks during the similar pillar material experiment. A combined AE location algorithm was developed based on the Least square algorithm and Geiger location algorithm. The pencil break test results show that the location precision can meet the demand of microcrack monitoring. The 3D location of AE events can directly reflect the process of initiation, propagation and evolutionary of microcracks. During the loading process, stress is much likely concentrated on the area between pillar and roof of the specimen, where belongs to danger zone of macroscopic failure. When rock reaches its plastic deformation stage, AE events begin to decrease, which indicates that AE quiet period can be seen as precursor characteristic of rock failure.
Keywords:rock damage mechanism  pillar specimen  failure characteristics  temporal-spatial evolution  microracks  acousticemission  location algorithm  quiet period
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