不同加载路径含瓦斯煤岩损伤演化规律分析
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贵州工程应用技术学院

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国家自然科学(52004291)、贵州省教育厅项目(黔教合KY字[2018]406、[2019]154、[2019]164、[2020]161、[2022]122)、毕节市科技计划联合基金(毕科联合字G[2019]6号、G[2019]23号、G[2019]24号)


Damage evolution analysis of gas-bearing coal and rock under different loading paths
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Guizhou University of Engineering Science

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    摘要:

    受载含瓦斯煤岩从屈服变形到失稳破坏后的损伤演化规律与加载应力路径有关,并对煤与瓦斯突出的发生有着一定影响。依据能量守恒理论,分析推导了含瓦斯煤岩从加载到失稳破坏全过程的损伤因子表达式,对常规三轴加载和分段变速加载应力路径下含瓦斯煤岩在全应力应变过程中的损伤因子演化规律进行了计算分析。结果表明:不同加载应力路径下,在线弹性阶段,受载含瓦斯煤岩的损伤因子等于0,塑性变形阶段损伤因子开始快速增加,应力跌落阶段煤岩损伤因子急剧增长,进入残余强度阶段后,煤岩损伤因子增长率大幅减缓。瓦斯压力增大对煤岩的损伤发育有促进作用,造成含瓦斯煤岩失稳破坏瞬间的临界损伤因子和进入残余强度的损伤因子整体上增大,围压增大对煤岩的损伤发育有抑制作用,造成含瓦斯煤岩失稳破坏瞬间的临界损伤因子和进入残余强度的损伤因子整体上减小。与常规三轴加载相比,分段变速加载条件下含瓦斯煤岩失稳破坏瞬间的临界损伤因子及进入残余强度时的损伤因子整体上更大,煤岩试件破坏后的剪切滑移面整体上更明显,裂隙连通性整体上更好,裂隙开度也较大,破裂煤岩更容易分开。

    Abstract:

    The damage evolution law of loading gas-bearing coal and rock from yield deformation to instability failure is related to the loading stress path, and has a certain influence on the occurrence of coal and gas outburst. Based on the energy conservation theory, the expression of damage factor in the whole process of gas-bearing coal and rock from loading to instability failure is analyzed and deduced, and the evolution law of damage factor in the whole stress-strain process of gas-bearing coal and rock under conventional triaxial loading and variable-speed piecewise triaxial loading stress path is calculated and analyzed. The results show that under different loading stress paths, in the linear elastic stage, the damage factor of loaded gas-bearing coal and rock is equal to 0, the damage factor begins to increase rapidly in the plastic deformation stage, and the damage factor of coal and rock increases sharply in the stress drop stage. After entering the residual strength stage, the growth rate of damage factor of coal and rock slows down significantly. The increase of gas pressure can promote the damage development of coal and rock, resulting in the overall increase of the critical damage factor at the moment of instability and failure and the damage factor entering residual strength. The increase of confining pressure can inhibit the damage development of coal and rock, resulting in the overall decrease of the critical damage factor at the moment of instability and failure and the damage factor entering residual strength. Compared with conventional triaxial loading, the critical damage factor at the moment of instability and failure of gas-bearing coal and rock and the damage factor when entering the residual strength under variable-speed piecewise triaxial loading condition are larger as a whole, the shear slip surface of coal and rock specimen after failure is more obvious as a whole, the fracture connectivity is better as a whole, the fracture opening is also larger, and the broken coal and rock are easier to separate.

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  • 收稿日期:2022-04-28
  • 最后修改日期:2022-05-13
  • 录用日期:2022-05-16
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