岩土力学 ›› 2024, Vol. 45 ›› Issue (4): 973-990.doi: 10.16285/j.rsm.2023.0534

• 基础理论与实验研究 • 上一篇    下一篇

断层黏滑失稳过程声-电信号响应特征研究

赵扬锋1, 2,丁玲1,王学滨3,樊艺1,荆刚4   

  1. 1. 辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000;2. 辽宁工程技术大学 辽宁省矿山沉陷灾害防治重点实验室,辽宁 阜新123000; 3. 辽宁工程技术大学 计算力学研究所,辽宁 阜新 123000;4. 中国矿业大学(北京)能源与矿业学院,北京 100083
  • 收稿日期:2023-04-28 接受日期:2023-10-25 出版日期:2024-04-17 发布日期:2024-04-17
  • 作者简介:赵扬锋,男,1979年生,博士,教授,博士生导师,主要从事矿山灾害力学方面的研究。E-mail:zhyf_20010284@sina.com
  • 基金资助:
    国家自然科学基金面上项目(No. 52074142);辽宁省教育厅基本科研项目(No. JYTZD2023078);辽宁省自然科学基金(No. 2022-MS-401)

Acoustic emission and charge signal response characteristics in the process of fault stick-slip instability

ZHAO Yang-feng1, 2, DING Ling1, WANG Xue-bin3, FAN Yi1,JING Gang4   

  1. 1. School of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China; 2. Liaoning Key Laboratory of Mine Subsidence Disaster Prevention and Control, Liaoning Technical University, Fuxin, Liaoning 123000, China; 3. Institute of Computational Mechanics, Liaoning Technical University, Fuxin, Liaoning 123000, China; 4. School of Energy and Mining, China University of Mining and Technology (Beijing), Beijing 100083, China;
  • Received:2023-04-28 Accepted:2023-10-25 Online:2024-04-17 Published:2024-04-17
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (52074142), the Foundation of Liaoning Province Department of Education (JYTZD2023078) and the Natural Science Foundation of Liaoning Province (2022-MS-401).

摘要: 为深入探索断层黏滑失稳的阶段特性以及声-电多源联合前兆特征,对含不同预制倾角断层的正长花岗岩开展了侧压分别为5、15、25 MPa的双向剪切摩擦试验,观察和分析了断层黏滑失稳过程的力学行为以及声发射、电荷感应信号的时频响应特征。结果表明:(1)侧压和断层倾角改变了断层的黏滑特征,进而影响了感应电荷量和声发射事件震级。侧压越大,间黏滑和黏滑失稳阶段的电荷量占比以及电荷累积速度越大。相较于56º断层,45º断层黏滑失稳时基于振幅的统计指标b值更小,大尺度破裂占比更大。(2)声-电信号幅值的分形特征可以反映断层面黏滑错动释放能量的差异。声-电信号频域的阶段性响应特点可有效辨识实验室尺度下断层黏滑失稳的演化过程,可以将声-电信号主频幅值急剧提高作为断层黏滑失稳前兆特征之一。临近断层黏滑失稳时声发射和电荷感应参量(能量、分形维数、频谱幅值)均呈现明显的“突增”特性。(3)声-电信号能量突增与黏滑应力降之间具有较好的对应性,但并不完全同步。断层黏滑失稳时,声发射会先于电荷感应产生高幅值信号。仅采用单一声发射或电荷感应信号来预警有可能造成信息漏报、误报,需结合声发射和电荷感应信号特征以实现声-电二元信号的相互补充与验证。

关键词: 斜交断层, 黏滑, 声发射, 电荷感应, 时频特征

Abstract: The research focused on exploring the characteristics of fault stick-slip instability and the combined multi-source precursor characteristics of acoustic emission (AE) and charge signals through bidirectional shear friction experiments on syenogranite with faults of different dip angles under lateral pressures of 5, 15, 25 MPa. The mechanical behavior of the fault and time-frequency characteristics of AE and charge induction signals were observed and analyzed. The key findings and observations are summarized as follows. (1) Lateral pressure and fault dip were found to change the stick-slip characteristics, affecting the induced charge and the magnitude of AE event. Increasing the lateral pressure led to gradual increase in the proportions of induced charge and charge accumulation rate in the meta-instability stage and stick-slip instability stage gradually increase. Compared with 56° fault, the amplitude based statistical index b-value of 45° fault was smaller, and the proportion of large-scale rupture was larger. (2) The fractal dimension of amplitude was observed to reflect differences in energy released by the fault. Phased response characteristics of the frequency characteristics of AE and charge induction signals were identified as effective means to discern the evolution process of fault stick-slip at the laboratory scale. A sharp increase in the main frequency amplitude was recognized as one of the precursor characteristics. The AE and charge induction parameters (energy, fractal dimension and spectral amplitude) in the stage from meta-instability to stick-slip instability showed distinct “sudden increase” characteristics. (3) There was a good correspondence between the energy of AE and charge induction signal and the stress drop, although not entirely synchronous. AE signal responded to stick-slip instability before charge induction. It was emphasized that combining AE and charge induction signal characteristics is essential for achieving mutual complementation and verification of the acoustic-charge binary signal.

Key words: oblique fault, stick-slip, acoustic emission, charge induction, time-frequency characteristics

中图分类号: 

  • TU 457
[1] 李浩哲, 姜在炳, 范宗洋, 庞涛, 刘修刚, . 跨煤岩界面穿层压裂裂缝动态扩展特征试验研究[J]. 岩土力学, 2024, 45(3): 737-749.
[2] 朱泽奇, 田铠玮, 徐启钟, 崔岚, 盛谦, . 水力耦合作用下玄武岩启裂机制与临界水压研究[J]. 岩土力学, 2023, 44(S1): 83-90.
[3] 宋硕, 任富强, 常来山, . 含预应力锚杆煤岩组合体破坏及声发射特征试验研究[J]. 岩土力学, 2023, 44(S1): 449-460.
[4] 吴爽爽, 胡新丽, 孙少锐, 魏继红, . 间歇式滑坡变形力学机制与单体预警案例研究[J]. 岩土力学, 2023, 44(S1): 593-602.
[5] 于洋, 王泽华, 唐才萱. 单轴压缩下酸腐蚀花岗岩能量演化与分形特征[J]. 岩土力学, 2023, 44(7): 1971-1982.
[6] 岳豪, 杨胜利, 翟瑞昊, 张燊, 崔轩. 含砂岩石力学特性及其致灾机制研究[J]. 岩土力学, 2023, 44(4): 1230-1244.
[7] 张光, 吴顺川, 张诗淮, 郭沛, . 砂岩单轴压缩试验P波速度层析成像及声发射特性研究[J]. 岩土力学, 2023, 44(2): 483-496.
[8] 罗丹旎, 卢思航, 苏国韶, 陶洪辉, . 含预制单裂隙花岗岩的真三轴单面临空岩爆试验研究[J]. 岩土力学, 2023, 44(1): 75-87.
[9] 郭佳奇, 程立攀, 朱斌忠, 田永超, 黄鑫. 持续开挖效应下结构面剪切力学性质与能量特征研究[J]. 岩土力学, 2023, 44(1): 131-143.
[10] 李冬冬, 盛谦, 肖明, 王小毛, . 基于改进颗粒流声发射片的地下厂房洞室围岩局部损伤细观机制研究[J]. 岩土力学, 2022, 43(S2): 117-129.
[11] 张东晓, 郭伟耀, 赵同彬, 谷雪斌, 陈玏昕, . 岩石I型裂纹定向扩展规律试验研究[J]. 岩土力学, 2022, 43(S2): 231-244.
[12] 王立, 倪彬, 谢伟, 王书昭, 寇坤, 赵奎, . 不同粒径黄砂岩微观−宏观裂纹演化机制研究[J]. 岩土力学, 2022, 43(S2): 373-381.
[13] 刘玉春, 荆刚, 赵扬锋, 樊艺, 潘一山, . 加载速率与断层倾角对断层矿震失稳影响 的试验研究[J]. 岩土力学, 2022, 43(S1): 35-45.
[14] 朱星, 刘汉香, 胡桔维, 范杰, . 砂岩破坏声发射临界慢化前兆特征试验研究[J]. 岩土力学, 2022, 43(S1): 164-172.
[15] 胡训健, 卞康, 刘建, 谢正勇, 陈明, 李冰洋, 岑越, . 离散裂隙网络对岩石力学性质和声发射特性 影响的颗粒流分析[J]. 岩土力学, 2022, 43(S1): 542-552.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 石玉玲,门玉明,彭建兵,黄强兵,刘洪佳. 地裂缝对不同结构形式桥梁桥面的破坏试验研究[J]. , 2009, 30(10): 2917 -2922 .
[2] 胡 伟,黄 义,刘增荣. 循环荷载下饱和黄土不排水强度退化规律试验与理论研究[J]. , 2009, 30(10): 2996 -3000 .
[3] 贾宇峰,迟世春,林 皋. 考虑颗粒破碎影响的粗粒土本构模型[J]. , 2009, 30(11): 3261 -3266 .
[4] 石 露,李小春,任 伟,方志明. 蚁群算法与遗传算法融合及其在边坡临界滑动面搜索中的应用[J]. , 2009, 30(11): 3486 -3492 .
[5] 姜耀东,赵毅鑫,周 罡,孙 磊,秦 玮. 广州地铁超长水平冻结多参量监测分析[J]. , 2010, 31(1): 158 -164 .
[6] 潘晓明 ,孔 娟, 杨 钊, 刘 成. 统一弹塑性本构模型在ABAQUS中的开发与应用[J]. , 2010, 31(4): 1092 -1098 .
[7] 谈小龙,徐卫亚,梁桂兰,孟永东,张金龙. 高边坡变形非线性时变统计模型研究[J]. , 2010, 31(5): 1633 -1637 .
[8] 谭峰屹,姜志全,李仲秋,颜惠和. 附加质量法在昆明新机场填料压实密度检测中的应用研究[J]. , 2010, 31(7): 2214 -2218 .
[9] 王明年,陈炜韬,张 磊,童建军. 土质围岩开挖破坏模式研究[J]. , 2010, 31(8): 2479 -2483 .
[10] 许 英,李同春,莫建兵. 沉桩超孔隙水压力对码头边坡稳定的影响[J]. , 2010, 31(8): 2525 -2529 .