岩土力学 ›› 2025, Vol. 46 ›› Issue (7): 2106-2120.doi: 10.16285/j.rsm.2024.1290CSTR: 32223.14.j.rsm.2024.1290

• 基础理论与实验研究 • 上一篇    下一篇

加锚异性结构面剪切特性及声发射响应特征研究

吕萌1, 2,王亮清1, 2,谢妮2,朱林锋2,安彩龙2,柯睿2,王旭晨2   

  1. 1.中国地质大学(武汉)地质调查研究院,湖北 武汉 430074;2.中国地质大学(武汉)工程学院,湖北 武汉 430074
  • 收稿日期:2024-10-20 接受日期:2024-12-25 出版日期:2025-07-10 发布日期:2025-07-08
  • 通讯作者: 王亮清,男,1972年生,博士,教授,博士生导师,主要从事岩土体稳定性与地质灾害防治研究工作。E-mail: wlq027@126.com
  • 作者简介:吕萌,男,2000年生,硕士研究生,主要从事岩石力学和声发射方面的研究。E-mail: menglv@cug.edu.cn
  • 基金资助:
    国家自然科学基金重点项目(No.41931295)。

Shear characteristics and acoustic emission response characteristics of anchored heterogeneous structural plane

LYU Meng1, 2, WANG Liang-qing1, 2, XIE Ni2, ZHU Lin-feng2, AN Cai-long2, KE Rui2, WANG Xu-chen2   

  1. 1. Institute of Geological Survey, China University of Geosciences, Wuhan, Hubei 430074, China; 2. Faculty of Engineering , China University of Geosciences, Wuhan, Hubei 430074, China
  • Received:2024-10-20 Accepted:2024-12-25 Online:2025-07-10 Published:2025-07-08
  • Supported by:
    This work was supported by the Key Project of National Natural Science Foundation of China (41931295).

摘要: 异性结构面在自然界广泛发育,研究加锚异性结构面的剪切特性对工程岩体稳定性分析具有重要意义。选取不同壁岩强度的砂岩和灰岩异性结构面开展加锚前后的剪切试验,并设置其对应的同性结构面作为对照。结合声发射参数和波形频谱特征,分析加锚异性结构面的剪切应力-剪切位移关系、节理面剪切破坏机制和锚杆变形破坏特征。研究结果表明:异性结构面的剪切强度介于相应的两侧同性结构面之间,且更接近强度较低的一侧;节理壁岩强度的差异导致异性与同性结构面剪切破坏机制不同:砂岩同性结构面表现为大范围摩擦磨损主导的滑移型破坏,灰岩同性结构面为局部脆性断裂主导的剪切型破坏,异性结构面则表现为两种破坏模式相组合的混合型破坏;锚杆的变形特征和破坏模式受结构面两侧壁岩强度和粗糙度的影响,壁岩强度的差异导致锚杆产生非对称弯曲变形;声发射特征参数与剪切力学特性具有良好的对应关系,不同的振铃计数、能量峰值和峰值频率能够有效反映不同的节理剪切破坏机制。

关键词: 岩石力学, 异性结构面, 锚杆锚固, 剪切特性, 声发射

Abstract: Heterogeneous structural planes are extensively developed in nature, making it significant to study their shear characteristics, especially regarding anchored heterogeneous planes, for the stability analysis of engineering rock masses. The study selected sandstone and limestone heterogeneous structural planes with different wall rock strengths to conduct shear tests before and after anchoring, with their corresponding homogeneous structural planes serving as controls. Combining acoustic emission parameters and waveform frequency spectrum characteristics, the study analyzed the shear stress-shear displacement relationship of anchored heterogeneous structural planes, the shear failure mechanisms of joint planes, and the deformation and failure characteristics of bolts. The results indicate that the shear strength of the heterogeneous structural plane lies between that of the corresponding homogeneous planes and is closer to the one with lower strength. The variation in joint wall rock strength results in distinct shear failure mechanisms in heterogeneous and homogeneous structural planes: homogeneous sandstone planes demonstrate sliding type failure, primarily characterized by extensive friction and wear; homogeneous limestone planes exhibit shear failure dominated by the brittle fracture of asperities. While heterogeneous structural planes tend to exhibit a mixed failure mode characterized by the interaction between both types of failure. The deformation characteristics and failure modes of the bolts are influenced by the strength and roughness of the wall rock on both sides of the structural plane, with variations in wall rock strength resulting in asymmetric bending deformation of the bolts. There is a strong correlation between acoustic emission characteristic parameters and shear mechanical properties, with different ringing counts, energy peaks, and peak frequencies effectively reflecting various joint shear failure mechanisms.

Key words: rock mechanics, heterogeneous structural plane, bolt anchoring, shear properties, acoustic emission

中图分类号: P 315
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