采矿与安全工程学报 ›› 2015, Vol. 32 ›› Issue (5): 741-747.

• 论文 • 上一篇    下一篇

新型加固结构对深部巷道动力扰动缓冲效应的数值模拟分析

  

  1. 1.中国科学院武汉岩土力学研究所,岩土力学与工程国家重点实验室,湖北武汉 430071; 2. 中国矿业大学安全工程学院,煤炭资源与安全开采国家重点实验室,江苏徐州 221116
  • 收稿日期:2013-12-10 出版日期:2015-09-15 发布日期:2019-09-02
  • 作者简介:魏明尧(1984—),男,江苏省徐州市人,博士,助理研究员,从事非常规天然气开发方面的研究。
  • 基金资助:

    国家自然科学基金项目(51474204,51504235);中国矿业大学煤炭资源与安全开采国家重点实验室开放研究基金项目(13KF05);煤矿灾害动力学与控制国家重点实验室开放课题项目(2011DA105287-FW201412)

Numerical simulation and analysis of buffering effect of dynamic disturbance of new reinforcement structure on deep roadway

  • Received:2013-12-10 Online:2015-09-15 Published:2019-09-02

摘要: 依据应力波理论分析了不同波阻抗介质分界面导致应力波衰减的特性,并建立了能量衰减率与波阻抗比之间的理论关系。基于应力波的这种衰减规律,提出一种新型加强支护结构——加固圈,即通过在巷道围岩内部的环形范围内加固岩体强度,在围绕巷道岩体内形成高强度的环形加固结构。此结构不仅增强了围岩整体强度,而且加固圈的存在能够明显衰减应力波能量,降低对巷道的破坏作用。为进一步验证本结构动力学特征,采用FLAC3D 软件建立了相应的数值模型,对比分析了巷道未设置和设置加固圈结构2 种情况下受动载扰动后的破坏情况,分别检测了应力波在围岩内的能量衰减特征。结果表明:应力波能量在经过加固圈后发生明显减弱,对巷道造成的破坏作用也降低。理论分析和数值模拟结果同时验证了加固圈结构具有加强支护和削弱动载扰动的双重效果,可以有效地提高围岩的稳定性,降低深部巷道破坏和变形,这为深部围岩控制技术提供了新思路。

关键词: 深部巷道, 加固圈, 波阻抗, 能量衰减

Abstract: This paper has conducted an analysis of the attenuation characteristic of the stress waves when propagating in different wave impedance interfaces between media based on stress wave theory. Subsequently, the theoretical relationship between energy attenuation and wave impedance ratio has been established. Based on the results of the analysis, the paper has put forward a new type of reinforced support structure, namely, the reinforced annular region. Specific reinforcement methods for the annular region are adopted within the roadway surrounding rock to reinforce the rock mass strength and then form the high-intensity annular reinforcing structure. This structure has not only enhanced the overall strength of the surrounding rock, but also significantly attenuated the energy of the stress wave in the reinforced annular region. Thus, the damaging effect on the roadway has been reduced. In order to further verify the results, a numerical model has been built using the software FLAC3D for a comparative analysis of the damage situations via dynamic disturbance, with and without the setting of the reinforced circle on the roadway, and the energy attenuation characteristics of the stress wave has also been tested. The results have indicated that the stress wave shows clear energy attenuation with the reinforced circle, and the damaging effect on the roadway is reduced. The theoretical analysis and numerical simulation results have both verified that the reinforced structure effectively can improve the stability of the surrounding rock and reduce roadway deformation and damage through its dual function of strengthening the support and attenuating the dynamic disturbance. These features have presented potential applications for deep surrounding rock control technology.

Key words: deep roadway, reinforced annular region, wave impedance, energy attenuation