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单轴压缩下煤岩声发射及分形特征研究
引用本文:高保彬,李回贵,刘云鹏,谢强. 单轴压缩下煤岩声发射及分形特征研究[J]. 地下空间与工程学报, 2013, 9(5): 986-991
作者姓名:高保彬  李回贵  刘云鹏  谢强
作者单位:1. 河南省瓦斯地质与瓦斯治理重点实验室——省部共建国家重点实验室培育基地,河南 焦作 4540001; 2. 河南理工大学深部矿井建设重点学科开放实验室,河南 焦作 454000;3.河南理工大学, 河南 焦作 454000;4. 重庆大学土木工程学院, 重庆 400045
基金项目:国家自然基金委员会—河南省人民政府人才培养联合基金资助项目(u1304502);河南省重点实验室基金资助项目(WS2012B06);河南省教育厅自然科学基金资助项目(12A440001);国家自然基金资助项目(51008319);第43批留学回国人员科研启动基金(教外司留[2011]1568号)
摘    要:为了研究煤岩在单轴压缩下的声发射及分形特征,利用RMT-150C 型岩石力学伺服试验系统和CDAE-1 型声发射检测仪对砂岩、砂质泥岩和戊组煤试样进行了实验研究。对砂岩、砂质泥岩和戊组煤的力学特性、声发射计数和累计计数以及声发射序列的分形特征进行了对比研究。研究结果表明:煤岩全应力-应变过程可分为四个阶段:初始压密阶段、准弹性阶段、塑性变形破坏阶段和残余变形阶段。初始压密阶段,声发射计数都比较低,累计计数增加的趋势特别缓慢;准弹性阶段,声发射计数有所增加,累计计数变化趋势相对较快;塑性变形破坏阶段,声发射计数都出现了跳跃式上升,声发射累计计数都出现了激增现象,但是砂岩的特别明显;残余变形阶段,声发射计数水平比较低,累计计数基本不增加了。煤岩破坏过程中声发射序列都具有分形特征,分形维值在煤岩破坏前会出现突降现象,可以作为预测煤岩动力灾害的前兆。

关 键 词:声发射  分形  煤岩  应变-应变  单轴压缩  
收稿时间:2013-06-25

Study of Acoustic Emission and Fractal Characteristics of Coal Rock under Uniaxial Compression
Gao Baobin,Li Huigui,Liu Yunpeng,Xie Qiang. Study of Acoustic Emission and Fractal Characteristics of Coal Rock under Uniaxial Compression[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(5): 986-991
Authors:Gao Baobin  Li Huigui  Liu Yunpeng  Xie Qiang
Affiliation:1. Stage Key Laboratory Cultivation Base for Gas Geology and Gas Control (Henan Polytechnic University) Jiaozuo, Henan 454000, China; 2. Opening Project of Key Laboratory of Deep Mine Construction, Henan Polytechnic University,Jiaozuo, Henan 454000, China; 3. Henan Polytechnic University, Jiaozuo, Henan 454000, China;4. School of Civil Engineering, Chongqing University, Chongqing 400045, China
Abstract:In order to study the acoustic emission and fractal characteristics of coal rock under uniaxial compression, an experimental study was carried out to investigate the acoustic emission and fractal characteristics of sandstone, sandy mudstone and group Wu coal samples by using RMT-150C rock mechanics test system and CDAE-1 acoustic emission instrument. A contrast study was carried out on mechanical properties, acoustic emission count, cumulative count and acoustic emission sequence fractal characteristics of sandstone, sandy mudstone and group Wu coal sample. The results show that the complete stress-strain process of coal and rock was divided into four stages: initial consolidation phase, quasi elastic stage, plastic deformation stage and residual deformation stage. In the initial consolidation phase, the acoustic emission count is small and the trend of cumulative count increase is very slow. In quasi elastic stage, the acoustic emission is increased, and increasing trend of cumulative count is fast. In plastic deformation stage, the jumping up phenomenon of the acoustic emission count appears and surge phenomenon appears for the cumulative count and for the sandstone, it is particularly evident. In the residual deformation stage, the acoustic emission count is very small, and cumulative count did not increase. Acoustic emission sequence have fractal characteristics in the process of the coal rock failure. It can serve as precursors to forecast coal rock dynamic disaster based on that the fractal dimension value will have dump phenomenon in the process of coal rock failure.
Keywords:acoustic emission   fractal   coal rock   stress-strain   uniaxial compression  
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