煤矿深部易爆巷道围岩结构岩爆发展过程中的能量演化机制

Zhongtang Xuan, Zhiheng Cheng, Chunyuan Li, Chaojun Fan, Hongyan Qin, Wenchen Li, Kai Guo, Haoyi Chen, Yifei Xie, Likai Yang
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摘要

受煤矿深部高应力环境、地质构造、开采扰动等因素的影响,巷道岩爆灾害的发生频率越来越高。本研究分析了岩爆发展过程中弹性支承区的能量演化特征和塑性破坏区的能量转换。推导出了巷道围岩结构失稳的临界能量标准。并应用数值软件模拟了不同开采深度和煤柱宽度条件下易发生岩爆巷道围岩岩爆发展过程中的能量演化。从煤矿深部巷道围岩结构能量的角度分析了煤矿深部岩爆的发生机理。研究结果表明,临界能量标准与深部巷道围岩中储存的弹性应变能量和支护系统吸收的能量密切相关。此外,随着开采深度的增加,最大能量密度峰值点的位置逐渐向工作面前方的煤层转移。开采深度越大,能量密度受工作面超前支护压力的影响越明显,受影响的范围也越大。随着煤柱宽度的增加,能量密度峰值点到巷道边界的距离先急剧增大,然后缓慢增大,距离平缓变化的临界煤柱宽度为 30 m。在煤矿深部巷道围岩中,弹性能量密度呈不对称分布。在不同煤柱宽度条件下,在巷道围岩结构的作用下,岩爆发展过程中这些结构中的能量演化存在很大差异。该研究为煤矿深部开采过程中易发生岩爆巷道的支护提供了重要的理论依据。
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Energy evolution mechanism during rockburst development in structures of surrounding rocks of deep rockburst-prone roadways in coal mines
Influenced by the deep high-stress environment, geological structures, and mining disturbance in coal mines, the frequency of rockburst disasters in roadways is increasing. This research analyzed energy evolution characteristics during rockburst development in the elastic bearing zone and energy conversion in the plastic failure zone. The critical energy criteria for structural instability of roadway surrounding rocks were deduced. Numerical software was also applied to simulate the energy evolution during rockburst development in surrounding rocks of rockburst-prone roadways under conditions of different mining depths and coal pillar widths. The occurrence mechanism of rockburst deep in coal mines was analyzed from the perspective of energy in structures of deep roadway surrounding rock in coal mines. The research results show that the critical energy criteria are closely related to the elastic strain energy stored in deep roadway surrounding rocks and the energy absorbed by support systems. The impact energy in roadways is directly proportional to the square of the stress concentration factor k. Moreover, as the mining depth increases, the location of the peak point of maximum energy density gradually shifts to coal ahead of the working face. The larger the mining depth is, the more significantly the energy density is influenced by advanced abutment pressure of the working face and the wider the affected area is. With the increment of the coal pillar width, the distance from the peak point of energy density to the roadway boundary enlarges abruptly at first and then slowly, and the critical coal pillar width for gentle change in the distance is 30 m. Changes in the peak elastic energy density in coal pillars with the coal pillar width can be divided into four stages: the slow increase stage, abrupt increase stage, abrupt decrease stage, and slow decrease stage. The elastic energy density is distributed asymmetrically in deep roadway surrounding rocks in coal mines. Under the action of structures of roadway surrounding rocks, energy evolution in these structures differs greatly during rockburst development under conditions of different coal pillar widths. This research provides an important theoretical basis for the support of rockburst-prone roadways during deep coal mining.
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