岩土力学 ›› 2025, Vol. 46 ›› Issue (1): 225-232.doi: 10.16285/j.rsm.2024.0319

• 基础理论与实验研究 • 上一篇    下一篇

闪长岩不同卸荷速率声发射特征及非稳定阶段识别

刘剑1,周宗红1,张晶1,王春2,侯廷凯1,乔木1   

  1. 1.昆明理工大学 国土资源工程学院,云南 昆明 650093;2.河南理工大学 能源科学与工程学院,河南 焦作 454003
  • 收稿日期:2024-03-16 接受日期:2024-06-24 出版日期:2025-01-10 发布日期:2025-01-04
  • 通讯作者: 周宗红,男,1967年生,博士,教授,主要从事采矿与岩石力学方面的教学与研究工作。E-mail: zhou20051001@163.com
  • 作者简介:刘剑,男,1995年生,博士研究生,主要从事采矿与岩石力学方面的研究。E-mail: liu123654jian@163.com
  • 基金资助:
    国家自然科学基金资助项目(No. 52264019,No. 51864023);云南省重大科技项目(No. 202202AG050014);云南省基础研究计划项目青年项目(No. 202401AU070175)

Acoustic emission characteristics of diorite at varying unloading rates and identification of its unsteady phases

LIU Jian1, ZHOU Zong-hong1, ZHANG Jing1, WANG Chun2, HOU Ting-kai1, QIAO Mu1   

  1. 1. Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650093, China; 2. School of Energy Science and Engineering,Henan Polytechnic University, Jiaozuo, Henan 454003, China
  • Received:2024-03-16 Accepted:2024-06-24 Online:2025-01-10 Published:2025-01-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52264019, 51864023), the Yunnan Major Scientific and Technological Projects (202202AG050014) and the Youth Project of Yunnan Province Basic Research Program (202401AU070175).

摘要: 岩爆前兆信息准确识别是岩爆监测预警的关键问题。工程实践表明,岩爆灾害为静态孕育到动态破坏的过程,不稳定阶段为岩体失稳和突变导致岩爆发生的关键期,进行该阶段研究对揭示岩爆前兆信息的本质具有重要意义。研究了闪长岩不同卸荷速率声发射特征,并识别了非稳定阶段,分析了幅值、振铃计数、频率等特征,采用随机森林(random forest,简称RF)模型识别非稳定阶段幅值、振铃计数和能量等参数。研究结果表明:应力-幅值-振铃计数-时间出现平静期,相较于平静期后大、中、小值同时出现,初始频率、混响频率、累计初始频率和累计混响频率平静期后激增,且初始频率和混响频率值呈大范围分布,可作为岩爆前兆信息,该阶段均为非稳定阶段,RF模型可以较好地识别声发射非稳定阶段,准确率在81.2%以上。开展岩石力学试验对声发射参数标定,基于RF模型对某金矿非稳定阶段识别,对于岩爆灾害的监测预警有重要意义。

关键词: 卸荷速率, 非稳定阶段识别, 随机森林模型, 声发射监测

Abstract: Accurately identifying precursor information of rockbursts is a key issue in rockburst monitoring and early warning. Engineering practice has shown that rockburst disasters progress from static incubation to dynamic failure, with the unstable stage being critical for rock mass instability and mutation leading to rockburst occurrence. Studying this stage is crucial for understanding the essence of precursor information of rockbursts. The studies on the acoustic emission characteristics of diorite at different unloading rates and the identification of unstable stages are presented. The characteristics of amplitude, ringing count, frequency, etc. are analyzed, and the random forest (RF) model is used to identify the unstable stages of parameters such as amplitude, ringing count, and energy. The research results indicate that the stress-amplitude-ringing count-time relationship shows a quiet period, during which large, medium, and small values appear simultaneously. The initial frequency, reverberation frequency, cumulative initial frequency, and cumulative reverberation frequency increase sharply after the quiet period . These values are widely distributed and can serve as precursor information for rockbursts. This entire stage is unstable. The RF model can effectively identify the unstable stage of acoustic emission with a minimum accuracy of 81.2%. Conducting rock mechanics experiments to calibrate acoustic emission parameters and identifying unstable stages in a specific gold mine using the RF model is crucial for monitoring and early warning of rockburst disasters.

Key words: unloading rate, unstable stage identification, random forest model, acoustic emission monitoring

中图分类号: TU 452
[1] 杨爱武, 杨少坤, 张振东, . 基于不同卸荷速率与路径影响下 吹填土力学特性研究[J]. 岩土力学, 2020, 41(9): 2891-2900.
[2] 侯公羽, 荆浩勇, 梁金平, 张广东, 谭金鑫, 张永康, 杨希, . 不同卸荷速率下矩形巷道变形及 声发射特性试验研究[J]. 岩土力学, 2019, 40(9): 3309-3318.
[3] 李新明, 孔令伟, 郭爱国, . 考虑卸荷速率的K0固结膨胀土应力-应变行为[J]. 岩土力学, 2019, 40(4): 1299-1306.
[4] 李新明, 孔令伟, 郭爱国, . 卸荷损伤原状膨胀土剪切力学特性试验研究[J]. 岩土力学, 2019, 40(12): 4685-4692.
[5] 李新明, 孔令伟, 郭爱国, . 原状膨胀土剪切力学特性的卸荷速率 效应试验研究[J]. 岩土力学, 2019, 40(10): 3758-3766.
[6] 董西好,杨更社,田俊峰,荣腾龙,贾海梁,刘 慧,. 侧向卸荷条件下冻结砂岩变形特性[J]. , 2018, 39(7): 2518-2526.
[7] 孙熙震,李杨杨,江 宁,沈宝堂. 类岩石材料三维裂纹传播规律试验研究[J]. , 2016, 37(4): 965-972.
[8] 张 凯,周 辉,潘鹏志,申林方,冯夏庭,张元刚. 不同卸荷速率下岩石强度特性研究[J]. , 2010, 31(7): 2072-2078.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!