| 注册
首页|期刊导航|岩土力学|花岗岩巷道岩爆声发射信号主频特性试验研究

花岗岩巷道岩爆声发射信号主频特性试验研究

张艳博 于光远 田宝柱 刘祥鑫 梁鹏 王亚东

岩土力学2017,Vol.38Issue(5):1258-1266,9.
岩土力学2017,Vol.38Issue(5):1258-1266,9.DOI:10.16285/j.rsm.2017.05.004

花岗岩巷道岩爆声发射信号主频特性试验研究

Experimental study of acoustic emission signal dominant-frequency characteristics of rockburst in a granite tunnel

张艳博 1于光远 2田宝柱 1刘祥鑫 2梁鹏 1王亚东2

作者信息

  • 1. 华北理工大学矿业工程学院,河北唐山063009
  • 2. 华北理工大学河北省矿业开发与安全技术重点试验室,河北唐山063009
  • 折叠

摘要

Abstract

A biaxial servo testing machine is used to simulate rockburst of a granite tunnel,and the acoustic emission (AE) system is applied to acquire the waveform signal.The dominant-frequency characteristics of AE signals from initiation to occurrence of rockburst are analyzed using the spectrum analysis theory.The results show that the dominant frequency interval of AE signal is from 0.4 to 110 kHz,and more than 99% of the dominant-frequency concentration is in the range of 35-65 kHz.The distribution of the dominant-frequency of the AE signal can be divided into three stages with the evolution of rockburst.In the early stage of rockburst initiation,the dominant frequency is in the range of 35-65 kHz and 15-25 kHz,a few of low frequency AE signal close to 0.4 kHz occurs,and high frequency around 110 kHz seldom appear.In the middle period of rockburst initiation,the low frequency around 0.4 kHz nearly disappears,but the high frequency around 110 kHz begins to appear.In the final stage of rockburst occurrence,the number of dominant-frequency in the range of 35-65 kHz plummets,the low frequency approximate to 0.4 kHz almost disappears,but the high frequency close to 110 kHz appears intensively.The study provides the fundamental understanding of optimizing the frequency band of AE monitoring,which has important theoretical significance with respect to monitoring and early warning of tunnel rockburst.

关键词

花岗岩/巷道岩爆/声发射/主频

Key words

granite/tunnel rockburst/acoustic emission/dominant-frequency

分类

建筑与水利

引用本文复制引用

张艳博,于光远,田宝柱,刘祥鑫,梁鹏,王亚东..花岗岩巷道岩爆声发射信号主频特性试验研究[J].岩土力学,2017,38(5):1258-1266,9.

基金项目

国家自然科学基金(No.51374088,No.51574102) (No.51374088,No.51574102)

河北省自然科学基金(No.E2017209241).This work was supported by the National Natural Science Fundation of China (51374088,51174071) and the Hebei Province Natural Science Fund(E2017209241). (No.E2017209241)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

访问量4
|
下载量0
段落导航相关论文