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刘玉春, 赵扬锋, 王进铭, 樊 艺.正长花岗岩破坏过程声发射特征试验研究水资源与水工程学报[J].,2021,32(5):202-208
正长花岗岩破坏过程声发射特征试验研究
Experiments on characteristics of syenogranite acoustic emission in the failure process
  
DOI:10.11705/j.issn.1672-643X.2021.05.27
中文关键词:  正长花岗岩  失稳破坏  声发射  声发射事件率  主频  波形特征
英文关键词:syenogranite  instability failure  acoustic emission (AE)  AE event count rate  major frequency  signal feature
基金项目:国家自然科学基金项目(52074142、51974150); 辽宁省高校创新人才支持计划项目(LR2019032)
作者单位
刘玉春1, 赵扬锋2, 王进铭2, 樊 艺2 (1.辽宁工程技术大学 理学院 辽宁 阜新 123000 2.辽宁工程技术大学 力学与工程学院 辽宁 阜新 123000) 
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中文摘要:
      利用16个通道全波形声发射监测系统对粗晶正长花岗岩开展了单轴压缩声发射试验,得到岩石变形全过程应力和声发射信号波形,计算获得声发射事件数和声发射能量,并对声发射事件进行定位。结果表明:在粗晶正长花岗岩变形破坏过程中,岩石失稳破坏阶段的声发射事件率最大,裂纹快速扩展阶段声发射事件率次之,裂纹压密阶段和裂纹稳定扩展阶段声发射事件率基本相等,线弹性变形阶段声发射事件率最小;从线弹性变形阶段到裂纹快速扩展阶段,直至岩石失稳破坏阶段产生最大应力降时,声发射事件率快速增长,声发射信号的主频快速降低,高频成分逐步减少,主频幅值和时域幅值均快速增大,信号持续时间增长;在最大应力降时,声发射事件率达到最大值,声发射信号的主频最低,主频幅值、时域幅值和信号持续时间均达到最大值,可以认为进入了岩石失稳破坏阶段,岩石有发生破坏的危险,需采取防治措施。
英文摘要:
      Uniaxial compression acoustic emission (AE) experiments were carried out on coarse grained syenogranite using 16 channel full wave AE monitoring system. The stress and AE signal feature in the whole process of rock deformation were obtained, based on which the events and energy of AE were calculated, and the locations of AE events were ascertained. The results show that in the process of deformation and failure of coarse grained syenogranite, the AE event count rate was the highest during the instability failure stage, followed by the crack rapid development stage. It was basically the same at the crack compaction stage and crack stable development stage, and it was lowest at linear elastic deformation stage. From the linear elastic deformation stage to the crack rapid development stage, then to the instability failure stage when the maximum stress drop occurred, the major frequency of AE signal decreased sharply, the high frequency of AE signal decreased gradually, whereas the AE event count rate, the amplitude of major frequency and time domain increased rapidly, so did the signal duration. The AE event count rate reached the maximum value when the maximum stress drop occurred, so did the amplitude of major frequency, time domain amplitude and signal duration, whereas the major frequency of AE signal reached the lowest. It indicates that the rock had entered the stage of instability failure by then, and the rock was in the fringe of failure, so preventive measures should be considered.
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