岩土力学 ›› 2025, Vol. 46 ›› Issue (11): 3485-3500.doi: 10.16285/j.rsm.2025.0082CSTR: 32223.14.j.rsm.2025.0082

• 基础理论与实验研究 • 上一篇    下一篇

衰减振荡扰动下砂岩蠕变特性与模型初探

杨松1,王俊光1,韦忠跟2,辛天宇3,梁冰1,王立轩1,任凌冉1   

  1. 1. 辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000;2.中煤科工集团 沈阳研究院有限公司,辽宁 沈阳 113122; 3. 辽宁工程技术大学 安全科学与工程学院,辽宁 阜新 123000
  • 收稿日期:2025-01-22 接受日期:2025-04-28 出版日期:2025-11-14 发布日期:2025-11-11
  • 通讯作者: 王俊光,男,1980年生,博士,教授,博士生导师,主要从事岩石力学及矿井水害防治等领域的研究。E-mail: shenliu_303@163.com
  • 作者简介:杨松,男,1999年生,博士研究生,主要从事岩土流变力学等方面的研究。E-mail: YangSongLNTU@163.com
  • 基金资助:
    国家自然科学基金项目资助(No. 52274084、No. 52404213);辽宁省教育厅高校基本科研项目资助(No. LJ232510147004)。

Preliminary study on creep characteristics and model of sandstone under attenuated oscillation disturbance

YANG Song1, WANG Jun-guang1, WEI Zhong-gen2, XIN Tian-yu3, LIANG Bing1, WANG Li-xuan1, REN Ling-ran1   

  1. 1. School of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China; 2. Shenyang Research Institute Co., Ltd., China Coal Technology & Engineering Group, Shenyang 113122, China; 3. Safety Science and Engineering College, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • Received:2025-01-22 Accepted:2025-04-28 Online:2025-11-14 Published:2025-11-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52274084, 52404213) and Liaoning Province Education Department Basic Research Project for Universities (LJ232510147004).

摘要: 开采扰动极易加剧巷道围岩蠕变失稳,其在围岩中的传播方式为衰减振荡扰动。为探究衰减振荡扰动下岩石蠕变特性,以砂岩为研究对象,开展了X射线衍射、核磁共振试验和假三轴蠕变试验。基于试验结果,建立了砂岩离散元数值模型。参数标定结果表明,线性平行黏结模型与Burgers模型相结合的方法,可以模拟岩石的蠕变行为。将正弦扰动函数和指数函数相结合,提出了模拟衰减振荡扰动的函数表达式。通过Fish语言实现了衰减振荡扰动在数值模拟中的施加,模拟了砂岩在衰减振荡扰动下的蠕变过程。模拟结果表明,与无扰动岩样相比,衰减振荡扰动作用下岩样发生加速蠕变的时间更早,蠕变变形量更大。扰动施加前后,裂纹倾角分布由集中转为分散,破坏模式为张拉-剪切复合破坏模式。衰减振荡扰动施加时,岩石蠕变变形呈现类似的衰减振荡趋势,偏应力越大,衰减振荡扰动对岩石变形影响越大。衰减振荡扰动的施加,更容易导致颗粒之间接触键的断裂,加速了能量耗散。将衰减振荡扰动元件和非线性黏塑性体引入到Burgers模型中,建立了改进的Burgers模型,理论曲线与试验数据吻合度较高,该模型能较好地表征衰减振荡扰动下砂岩蠕变过程。

关键词: 衰减振荡扰动, 离散元, 蠕变特性, Burgers模型, 砂岩

Abstract: Mining disturbance can easily aggravate the creep instability of roadway surrounding rock, and its propagation mode in surrounding rock is damped oscillation disturbance. In order to explore the creep characteristics of rock under the damped oscillation disturbance, X-ray diffraction, nuclear magnetic resonance and pseudo-triaxial creep tests were carried out. Based on the test results, a discrete element numerical model of sandstone was established. The parameter calibration results show that the combination of linear parallel bond model and Burgers model can simulate the creep behavior of rock. Combining the sinusoidal disturbance function with the exponential function, a function expression for simulating the attenuation oscillation disturbance is proposed. The application of attenuation oscillation disturbance in numerical simulation is realized by Fish language, and the creep process of sandstone under attenuation oscillation disturbance is simulated. The simulation results show that compared with the undisturbed rock sample, the accelerated creep time of the rock sample under the action of attenuation oscillation disturbance is earlier and the creep deformation is larger. Before and after the disturbance is applied, the distribution of crack dip angle changes from concentration to dispersion, and the failure mode is tensile-shear composite failure mode. When the attenuation oscillation disturbance is applied, the creep deformation of rock shows a similar attenuation oscillation trend. The greater the deviatoric stress, the greater the influence of attenuation oscillation disturbance on rock deformation. The application of attenuation oscillation disturbance is more likely to lead to the fracture of contact bond between particles and accelerate energy dissipation. The attenuation oscillation disturbance element and the nonlinear viscoplastic body are introduced into the Burgers model, and an improved Burgers model is established. The theoretical curve is in good agreement with the experimental data. The model can better characterize the creep process of sandstone under attenuation oscillation disturbance.

Key words: attenuation oscillation disturbance, discrete element method, creep characteristics, Burgers model, sandstone

中图分类号: TU 45
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