模量指数评价煤的冲击倾向性的实验研究
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  • 英文篇名:Experimental study on the evaluation of coal burst tendency utilizing modulus index
  • 作者:代树红 ; 王晓晨 ; 潘一山 ; 刘柳
  • 英文作者:DAI Shuhong;WANG Xiaochen;PAN Yishan;LIU Liu;School of Mechanics and Engineering,Liaoning Technical University;Liaoning University;
  • 关键词:模量指数 ; 冲击倾向性 ; 评价指标 ; 软化模量 ; 声发射
  • 英文关键词:modulus index;;bursting tendency;;evaluation index;;softening modulus;;acoustic emission
  • 中文刊名:MTXB
  • 英文刊名:Journal of China Coal Society
  • 机构:辽宁工程技术大学力学与工程学院;辽宁大学;
  • 出版日期:2019-06-15
  • 出版单位:煤炭学报
  • 年:2019
  • 期:v.44;No.297
  • 基金:辽宁省高校重大科技平台-煤炭资源安全开采与洁净利用工程研究中心开放基金资助项目(LNTU17KF15)
  • 语种:中文;
  • 页:MTXB201906011
  • 页数:6
  • CN:06
  • ISSN:11-2190/TD
  • 分类号:106-111
摘要
为研究模量指数评价煤的冲击倾向性的可行性,选取4组冲击倾向性强弱不同的煤样试件,测定各组煤样试件的模量指数、冲击倾向性评价指标和声发射信号,分析模量指数同其它冲击倾向性评价指标和评价结果的相关性,模量指数对煤加载过程中内部能量释放特征的影响。研究结果表明:模量指数同其它冲击倾向性评价指标具有相关性,同单轴抗压强度之间的相关性最强;各组冲击倾向性相同的煤样,各试件模量指数大小的变化范围较小。各组冲击倾向性不同的煤样,各试件模量指数大小的变化范围很大。煤样模量指数的大小和煤的冲击倾向性强弱相关,煤的冲击倾向性越强,模量指数越大。依据模量指数评价煤的冲击倾向性的结果,同其它评价指标的评价结果具有一致性;不同冲击倾向性煤样的软化模量是决定煤的模量指数大小的关键因素,弹性模量对模量指数大小的影响较小;煤样内部能量的释放特征和模量指数的大小相关。模量指数小的煤样在全程加载过程中声发射事件频繁出现,模量指数大的煤样在破坏前后阶段没有明显的声发射事件出现,但在临近载荷曲线峰值的冲击破坏阶段集中出现高能量的声发射事件。模量指数可用于评价煤的冲击倾向性,模量指数对煤样能量释放的影响规律可用于指导现场监测。
        In order to study the feasibility of evaluating the bursting tendency of coal by modulus index,the modulus index,bursting tendency evaluation indexes and acoustic emission signal of four group coal specimens with different bursting tendency strengths are determined.The correlation between the modulus index and the other evaluation indexes of the bursting tendency and the valuation results of bursting tendency are analyzed.The influence of the modulus index on the internal energy release characteristics of coal is analyzed according to acoustic emission signal.The results show that the modulus index is related to other evaluation indexes of the bursting tendency.The correlation between coaxial compressive strength is the strongest.For the coal specimens with the same bursting tendency,the change range of modulus index of each specimen is small.For the coal specimens with the different bursting tendency,the change range of modulus index of each specimen is large.The magnitude of modulus index of coal is related to the bursting tendency of coal. The stronger the coal bursting tendency is,the larger the modulus index is. The results of evaluating the coal bursting tendency according to the modulus index are consistent with the evaluation results of other evaluation indexes.The softening modulus of different bursting tendency is the key factor to determine the modulus index of coal,and the influence of elastic modulus on modulus index can be ignored.The release characteristic of internal energy of coal specimens is related to the magnitude of modulus index. The acoustic emission events occur frequently during the whole loading process of coal with large modulus index,while acoustic emission events releasing high-energy centrally occur in the coal with small modulus index at the peak load moment. The modulus index can be used to evaluate the coal bursting tendency,and the influence of modulus index on coal energy release can be used to guide on-site monitoring.
引文
[1]潘一山,李忠华,章梦涛.我国冲击地压分布、类型、机理及防治研究[J].岩石力学与工程学报,2003,22(11):1844-1851.PAN Yishan, LI Zhonghua, ZHANG Mengtao. Distribution,type,mechanism and prevention of rockbrust in China[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1844-1851.
    [2] DOU Linming,MOU Zonglong,LI Zhenlei,et al.Research progress of monitoring,forecasting,and prevention of rockburst in underground coal mining in China[J]. International Journal of Coal Science&Technology,2014,1(3):278-288.
    [3]中华人民共和国国家标准编写组.GB/T 25217.2—2010,冲击地压测定、监测与防治方法———第2部分:煤的冲击倾向性分类及指数的测定方法[S].北京:中国标准出版社,2010.National Standard Writing Group of People’ s Republic of China.GB/T 25217. 2—2010,Methods for test,monitoring and prevention of rock burst—Part 2:Classification and laboratory test method on bursting liability of coal[S].Beijing:Press of China Standard,2010.
    [4]冯帆,李夕兵,李地元,等.正交各向异性板裂屈曲岩爆机制与控制对策研究[J].岩土工程学报,2017,39(7):1302-1311.FENG Fan,LI Xibing,LI Diyuan,et al.Mechanism and control strategy of buckling rockburst of orthotropic slab[J]. Chinese Journal of Geotechnical Engineering,2017,39(7):1302-1311.
    [5]齐庆新,彭永伟,李宏艳,等.煤岩冲击倾向性研究[J].岩石力学与工程学报,2011,30(S1):2736-3742.QI Qingxin,PENG Yongwei,LI Hongyan,et al.Study of bursting liability of coal and rock[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(S1):2736-3742.
    [6]潘一山.冲击地压发生和破坏过程研究[D].北京:清华大学,1999.PAN Yishan. Study on rock burst initiation and failure propagation[D].Beijing:Tsinghua University,1999.
    [7]潘一山,耿琳,李忠华.煤层冲击倾向性与危险性评价指标研究[J].煤炭学报,2010,35(12):1975-1978.PAN Yishan,GENG Lin,LI Zhonghua. Research on evaluation indices for impact tendency and danger of coal seam[J].Journal of China Coal Society,2010,35(12):1975-1978.
    [8] SUN Lihui,WU Haoyuan,YANG Bensheng,et al.Support failure of a high-stress soft-rock roadway in deep coal mine and the equalized yielding support technology:A case study[J].International Journal of Coal Science&Technology,2015,2(4):279-286.
    [9]潘俊锋,毛德兵,蓝航,等.我国煤矿冲击地压防治技术研究现状及展望[J].煤炭科学技术,2013,41(6):21-25,41.PAN Junfeng,MAO Debing,LAN Hang,et al.Study status and prospects of mine pressure bumping control technology in China[J].Coal Science and Technology,2013,41(6):21-25,41.
    [10]杨建平,陈卫忠,杨典森,等.一种基于弹性应变能的裂隙岩体等效弹性模量评价方法[J].岩土力学,2016,37(8):2159-2164,2171.YANG Jianping,CHEN Weizhong,YANG Diansen,et al.A method for estimating equivalent elastic moduli of fractured rock masses based on elastic strain energy[J].Rock and Soil Mechanics,2016,37(8):2159-2164,2171.
    [11]潘一山.煤矿冲击地压扰动响应失稳理论及应用[J].煤炭学报,2018,43(8):2091-2098.PAN Yishan. Disturbance response instability theory of rockburst in coal mine[J]. Journal of China Coal Society,2018,43(8):2091-2098.
    [12]彭瑞东,鞠杨,高峰,等.三轴循环加卸载下煤岩损伤的能量机制分析[J].煤炭学报,2014,39(2):245-252.PENG Ruidong,JU Yang,GAO Feng,et al. Energy analysis on damage of coal under cyclical triaxial loading and unloading conditions[J]. Journal of China Coal Society,2014,39(2):245-252.
    [13]窦林名,贺虎,何江,等.冲击危险评价的相对应力集中系数叠加法[J].煤炭学报,2018,43(2):327-332.DOU Linming,HE Hu,HE Jiang,et al. New method of rockburst risk assessment using relative stress concentration factor superposition[J].Journal of China Coal Society,2018,43(2):327-332.
    [14]潘立友,魏辉,陈理强,等.工程缺陷防控冲击地压机理及应用[J].岩土工程学报,2017,39(1):56-61.PAN Liyou,WEI Hui,CHEN Liqiang,et al. Mechanism and application of using engineering defect to prevent and control rock burst[J].Chinese Journal of Geotechnical Engineering,2017,39(1):56-61.

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