高级检索

单轴压缩下含钻孔煤样力学行为试验与数值模拟

Testing and numerical simulation of mechanical behavior of drilled coal samples under uniaxial compression

  • 摘要: 煤层钻孔卸压是目前现场应用最为广泛的冲击地压防治技术,为探明孔洞缺陷对煤体力学特性、能量积聚释放以及破坏模式的影响规律,通过开展单轴加载试验,并结合颗粒离散元模拟,分别从宏细观角度研究不同孔径煤样应力应变曲线、能量演化规律、裂纹扩展破坏特征。发现含孔煤样的力学参数均显著低于完整煤样,随钻孔直径的增加,含孔煤样的峰值强度、峰值应变与弹性模量均呈衰减趋势。加载过程中含孔煤样在峰值应力前均出现应力突降现象,在数值模拟中表现更加明显,表明钻孔的存在破坏了煤样的原始结构,使其承载力发生弱化。完整和含孔煤样能量演化规律基本一致,在达到峰值强度前,以弹性能积聚为主,峰值强度后,耗散能急剧增加。相较于其他力学参数,弹性能指标下降幅度更大。钻孔直径越大,能量耗散比急剧上升时对应的应变越小,从而越不容易积聚能量发生冲击性破坏。通过数值模拟对比煤样破坏前后应力场分布可以看出,拉应力数值和分布范围均随钻孔直径增大而增大,钻孔直径对拉应力区域的扩展和拉应力的大小均有显著影响。从应力张量演化的分析中发现,应力的大小及方向对裂隙的萌生与发展均有导向作用,钻孔周围会出现明显的应力偏转现象。

     

    Abstract: Coal seam drilling unloading is the most widely used impact ground pressure prevention and control technology in the field, in order to explore the influence of hole defects on the mechanical properties, energy accumulation and release, and damage mode of the coal body, the uniaxial loading test, combined with particle discrete element simulation, respectively, from the macro and fine viewpoint to study the stress-strain curve, energy evolution, crack expansion and damage characteristics of the coal samples with different hole diameters. The results show that the mechanical parameters of the hole-containing coal samples are significantly lower than those of the intact coal samples, and the peak strength, peak strain and modulus of elasticity of the hole-containing coal samples show a tendency of attenuation with the increase of the diameter of the drill hole. During the loading process, the hole-containing coal samples showed a sudden drop in stress before the peak stress, which was more obvious in the numerical simulation, indicating that the presence of the drill holes damaged the original structure of the coal samples and weakened their bearing capacity. The energy evolution laws of intact and hole-containing coal samples are basically the same, with elastic energy accumulation dominating before the peak strength is reached, and dissipated energy increasing sharply after the peak strength. Compared with other mechanical parameters, the elastic energy index decreased more. The larger the drilling diameter, the smaller the strain corresponding to the sharp increase in the energy dissipation ratio, and thus the less likely to accumulate energy for impact damage. Comparing the stress field distribution before and after the damage of coal samples through numerical simulation, it can be seen that the value and distribution range of tensile stress increase with the increase of the borehole diameter, and the borehole diameter has a significant effect on the expansion of the tensile stress region and the magnitude of the tensile stress. From the analysis of stress tensor evolution, it is found that both the magnitude and direction of stress have a guiding effect on the emergence and development of the fissure, and there will be an obvious stress deflection phenomenon around the drill hole.

     

/

返回文章
返回