岩土力学 ›› 2026, Vol. 47 ›› Issue (9): 3025-3040.doi: 10.16285/j.rsm.2025.1058CSTR: 32223.14.j.rsm.2025.1058

• 基础理论与实验研究 • 上一篇    下一篇

分级循环载荷下层理砂岩力学各向异性及声发射特征研究

段敏克1, 2,戴佳志1,杨科1, 2,唐劲舟1, 2,周坤友1, 2,庞东杰1   

  1. 1. 安徽理工大学 矿业工程学院,安徽 淮南 232001;2. 安徽省关闭废弃矿井资源开发利用工程研究中心,安徽 淮南 232001
  • 收稿日期:2025-09-30 接受日期:2026-03-04 出版日期:2026-09-11 发布日期:2026-09-01
  • 通讯作者: 戴佳志,男,2002年生,硕士研究生,主要从事储层岩体力学各向异性及声发射特性方面的研究。E-mail: austdjz@163.com
  • 作者简介:段敏克,男,1990年生,博士,副教授,硕士生导师,主要从事矿山岩石力学、废弃矿井瓦斯抽采利用方面的研究。E-mail: duanminke@aust.edu.cn
  • 基金资助:
    国家科技重大专项(No.2024ZD1004108);国家自然科学基金(No.52104176);省教育厅优秀青年项目(No.YQZD2024013)。

Mechanical anisotropy and acoustic emission characteristics of stratified sandstone under graded cyclic loading

DUAN Min-ke1,2, DAI Jia-zhi1, YANG Ke1, 2, TANG Jin-zhou1, 2, ZHOU Kun-you1, 2, PANG Dong-jie1   

  1. 1. School of Mining Engineering, Anhui University of Technology, Huainan, Anhui 232001, China; 2. Anhui Provincial Engineering Research Center for Closed and Abandoned Mine Resources Development and Utilization, Huainan, Anhui 232001, China
  • Received:2025-09-30 Accepted:2026-03-04 Online:2026-09-11 Published:2026-09-01
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2024ZD1004108), the National Natural Science Foundation of China (52104176) and the Excellent Youth Project of the Provincial Education Department (YQZD2024013).

摘要:

了解层状砂岩在循环载荷作用下的力学各向异性和损伤演化规律,是评价地下岩石工程动力稳定性的关键。本研究对7种不同层理倾角的长方体砂岩试件进行了分级循环载荷试验。结合不同方位的应变监测、能量分解及声发射信号监测技术,分析了分级循环载荷下层理砂岩力学各向异性、能量演化及声发射特征。结果表明:(1)层理倾角对砂岩强度、变形各向异性响应特征具有显著影响,低倾角与高倾角条件下强度较大,但应变各向异性系数g 较小,且以张拉破坏为主,而中等倾角区间g(30º、45º、60º、75º)较大,以剪切破坏为主,相同层理角度砂岩纵向应变各向异系数gA大于横向应变各向异系数gL;(2)基于走向层理面纵向应变值eSA计算获得总输入能与弹性能随层理倾角变化呈“U”型分布,而基于倾向层理面纵向应变值eDA计算获得总输入能与弹性能则表现为“Λ”型分布,揭示了能量释放与层理面方位也密切相关;(3)基于累计振铃计数构建的损伤变量揭示了损伤演化的显著各向异性,上升角参数RA与平均频率参数AF(RA-AF联合分析)可精准区分裂纹类型,剪切裂纹占比呈“Λ”型分布,且倾角为75º时达到峰值,与宏观强度“U”型分布形成对应,声发射定位则能有效反映最终损伤空间分布特征。因此,研究层理倾角对砂岩力学各向异性、能量双向分布及声发射多参数表征的损伤演化规律,以期能为层状围岩的动力稳定性评价及灾害预警提供了理论支撑。

关键词: 层状砂岩, 循环载荷, 声发射, 各向异性, 层理倾角

Abstract:

Understanding the mechanical anisotropy and damage evolution of layered sandstone under cyclic loading is crucial for evaluating the dynamic stability of underground rock engineering. In this study, seven rectangular sandstone specimens with different bedding dip angles were subjected to staged cyclic loading tests. By integrating strain monitoring in different orientations, energy decomposition, and acoustic emission signal monitoring techniques, the mechanical anisotropy, energy evolution, and acoustic emission characteristics of layered sandstone under staged cyclic loading were analyzed. The results show that: 1) The bedding dip angle significantly affects the anisotropic response characteristics of sandstone strength and deformation. At low and high bedding dip angles, the sandstone exhibits relatively high strength, a low strain anisotropy coefficient (g), and predominantly tensile failure. In the intermediate dip angle range (30º, 45º, 60º, 75º), g increases, and shear failure becomes dominant. For a given bedding dip angle, the longitudinal strain anisotropy coefficient (gA) is greater than the transverse strain anisotropy coefficient (gL). 2) The total input energy and elastic energy calculated from the longitudinal strain on the strike bedding plane (eSA) show a U-shaped relationship with bedding dip angle, whereas those calculated from the longitudinal strain on the dip bedding plane (eDA) exhibit a Λ-shaped relationship. This finding indicates that energy release is closely associated with bedding-plane orientation. 3) The damage variable constructed based on cumulative ringing counts reveals remarkable anisotropy in damage evolution. The rise-time/amplitude ratio (RA) and average frequency AF (RA-AF combined analysis) can accurately distinguish crack types. The proportion of shear cracks exhibits a Λ-shaped distribution, peaking at a dip angle of 75º, which corresponds to the U-shaped distribution of macroscopic strength. Acoustic emission location technology can effectively characterize the spatial distribution of final damage. Therefore, this study investigates the effects of bedding dip angle on sandstone mechanical anisotropy, bidirectional energy distribution, and damage evolution characterized by multiple acoustic emission parameters. The results are expected to provide theoretical support for dynamic stability evaluation and disaster early warning of layered surrounding rock.

Key words: layered sandstone, cyclic loading and unloading, acoustic emission, anisotropy, bedding dip angle

中图分类号: TU452
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