岩土力学 ›› 2025, Vol. 46 ›› Issue (7): 2023-2038.doi: 10.16285/j.rsm.2024.1164CSTR: 32223.14.j.rsm.2024.1164

• 基础理论与实验研究 • 上一篇    下一篇

裂隙砂岩声发射信号特征及破裂前兆识别研究

雷瑞德1, 2, 3, 4,顾清恒2, 3,胡超1,贺培4,周林森1   

  1. 1.四川轻化工大学 土木工程学院,四川 自贡,643000;2.安徽理工大学 安徽省煤炭安全精准开采工程实验室,安徽 淮南,232001; 3.安徽理工大学 煤矿安全高效开采省部共建教育部重点实验室,安徽 淮南,232001; 4.重庆地质矿产研究院 页岩气勘探开发国家地方联合工程研究中心,重庆,401120
  • 收稿日期:2024-09-20 接受日期:2024-12-31 出版日期:2025-07-10 发布日期:2025-07-08
  • 通讯作者: 顾清恒,男,1989年生,博士,讲师,主要从事采矿工程方面的教学科研研究。E-mail: 15610451523@163.com
  • 作者简介:雷瑞德,男,1988年生,博士,副教授,主要从事煤岩断裂及数值计算领域的研究。E-mail: leiruide123@163.com.
  • 基金资助:
    安徽省煤炭安全精准开采工程实验室开放基金(No.ESCMP202305);煤矿安全高效开采省部共建教育部重点实验室开放基金(No.JYBSYS202306);中国博士后科学基金面上项目(No.2023MD744136)。

Acoustic emission signal characteristics and precursory recognition of rock failure in fractured sandstone

LEI Rui-de1, 2, 3, 4, GU Qing-heng2, 3, HU Chao1, HE Pei4, ZHOU Lin-sen1   

  1. 1. School of Civil Engineering, Sichuan University of Science & Engineering, Zigong, Sichuan, 643000,China; 2. Engineering Laboratory for Safe and Precise Coal Mining of Anhui Province, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 3. Key Laboratory of Safety and High-efficiency Coal Mining,Ministry of Education, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 4. National and Local Joint Engineering Research Center of Shale Gas Exploration and Development, Chongqing Institute of Geology and Mineral Resources, Chongqing 401120, China
  • Received:2024-09-20 Accepted:2024-12-31 Online:2025-07-10 Published:2025-07-08
  • Supported by:
    This work was supported by the Open Fund of Engineering Laboratory for Safe and Precise Coal Mining of Anhui Province (ESCMP202305), the Open Fund of Key Laboratory of Safety and High-efficiency Coal Mining, Ministry of Education (JYBSYS202306) and China Postdoctoral Science Foundation (2023MD744136).

摘要: 在外荷载作用下,岩体内岩桥破裂贯通导致的结构失稳破坏是边坡及采矿工程中常见的问题,量化并揭示岩体破裂前兆特征是保障围岩稳定性及断裂失稳的重要内容。为探究裂隙岩石变形破坏过程中破裂前兆特征及断裂失效机制,开展了6组不同岩桥角度的裂隙砂岩单轴压缩试验,分析了其力学强度、破断模式、声发射多重分形特征,讨论了不同声发射参量方差与关键断裂特征点之间的时间间隔,得到了基于声发射撞击率时间函数及声发射参量方差的前兆识别及预警时间。结果表明:当岩桥角度由0°增至150°时,裂隙砂岩的弹性模量与峰值应力呈现出先降低后增加的“倒置”高斯型变化趋势,且在60°时取得最小值;试样贯通破坏模式由压剪裂纹主导的间接贯通破坏向拉剪裂纹主导的直接贯通破坏转变;频谱宽度∆呈现出先降低后增加的演化趋势。声发射撞击率时间函数和声发射参量方差能够有效识别破裂过程中的早期预警点、亚临界断裂点、不稳定断裂点和最终失效点。对比3种关键断裂特征点的预警时间发现,声发射能量方差法的预警时间最短,而声发射上升时间方差法的预警时间最长;相比声发射计数方差和声发射上升时间方差,声发射能量方差作为前兆因子对岩石关键破裂点识别的敏感性较高。

关键词: 裂隙砂岩, 声发射, 多重分形, 前兆信息, 临界慢化

Abstract: Structural instability caused by the fracture and coalescence of rock bridges within rock masses under external loads is a common issue in slope and mining engineering. Quantifying and revealing the precursory characteristics of rock mass fracture is crucial for ensuring the stability of surrounding rock and preventing fracture instability. In order to investigate the precursory characteristics and failure mechanism of fractured sandstone during deformation and failure, a series of uniaxial compression tests was conducted on fractured sandstone specimens with six different ligament angles. The mechanical strength parameters, fracture modes, and multifractal characteristics of acoustic emission (AE) parameters were analyzed, and the time intervals between different AE parameter variances and key fracture points were discussed. The precursor identification and early - warning time based on the time function of AE hit rates and the variance of AE parameters were obtained. The results show that when the ligament angle increases from 0° to 150°, the elastic modulus and peak stress of fractured sandstone exhibit an inverted Gaussian - like trend, decreasing first and then increasing, and reaching the minimum values at a ligament angle of 60°. The failure mode transitions from indirect coalescence dominated by compression - shear cracks to direct coalescence dominated by tension - shear cracks. The spectrum width (∆) exhibits an evolutionary trend of decreasing first and then increasing. The time function of AE hit rates and the variance of AE parameters can effectively identify early - warning points, sub - critical fracture points, unstable fracture points, and final failure points during the deformation and failure process. By comparing the warning times for the three key fracture feature points, it was found that the warning time of the method based on AE energy variance is the shortest, while that of the method based on AE rise time variance is the longest. Further comparisons indicate that the variance of AE energy, as a precursor factor, is more sensitive than the variances of AE count and AE rise time in identifying critical fracture points of rocks.

Key words: fractured sandstone, acoustic emission, multifractal, precursory information, critical slowing down

中图分类号: TU451
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