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浸水深度对煤岩力学损伤行为的影响及多尺度失稳机制研究

Influence of water immersion depth on mechanical damage behavior of coal and rock and multi-scale instability mechanism

  • 摘要: 大水矿山或富水开采条件下, 不同浸水深度环境中煤岩体力学性质严重劣化, 影响着煤岩系统的安全稳定。为探讨在不同浸水深度下煤岩力学性质及损伤特征, 以典型的煤、砂岩和页岩为研究对象, 开展0、20、40、60、80、100 mm等6种不同浸水深度下的轴向压缩和声发射试验, 分析其力学损伤及失稳机制。研究结果表明: ①随浸水深度的增加, 煤岩弹性模量、损伤应力和抗压强度逐渐降低, 煤岩弹性模量、抗压强度劣化度显著增加, 在浸水0~20 mm阶段劣化效应最大。②随浸水深度的增加, 声发射累计振铃计数和峰值振铃计数逐渐减少; 累计能量受浸水深度影响逐渐降低。③基于声发射RA-AF, 不同浸水深度砂岩试样张拉裂纹与剪切裂纹共存, 随浸水深度的增加, 张拉裂纹占比逐渐增大, 剪切裂纹占比逐渐减小。④基于声发射构建煤岩损伤演化模型, 从应力–应变曲线、损伤效应、抗压强度三方面进行损伤模型合理性验证。煤岩损伤演化过程可划分为损伤初始阶段、损伤发展阶段和损伤加速阶段, 随浸水深度的增加, 煤岩损伤变量增加。⑤从“微观–细观–宏观”阐明浸水煤岩多尺度失稳破坏机制: 浸水作用下煤岩内部矿物颗粒被溶蚀, 矿物颗粒体积减小, 载荷作用下矿物颗粒发生微断裂、大断裂、全断裂, 煤岩内部萌生新的裂纹并扩展、贯通, 宏观上出现裂纹, 煤岩失稳破坏。该研究可为浸水深度影响下工程煤岩体的安全稳定、防治及评价提供有益参考。

     

    Abstract: In water-rich mines or under water-rich mining conditions, the mechanical properties of coal-rock masses deteriorate significantly under environments with different water immersion depths, which jeopardizes the safety and stability of coal and rock system. In order to investigate the mechanical properties and damage characteristics of coal and rock under different immersion depths, typical coal, sandstone and shale were taken as research objects, and axial compression and acoustic emission tests were carried out at six different immersion depths of 0, 20, 40, 60, 80, and 100 mm to analyze their mechanical damage and instability mechanisms. The results show that: (1) With the increase of immersion depth, the elastic modulus, damage stress and compressive strength of coal rock decrease gradually, and the deterioration degree of elastic modulus and compressive strength of coal rock increases significantly, and the deterioration effect is the largest in the stage of 0−20 mm immersion. (2) With the increase of immersion depth, the cumulative ringing count and peak ringing count of acoustic emission decreased gradually. The cumulative energy is gradually reduced by the depth of immersion. (3) Based on acoustic emission RA-AF, Tensile cracks and shear cracks coexist in sandstone samples with different immersion depths. With the increase of immersion depth, the proportion of tensile cracks increases gradually, and the proportion of shear cracks decreases gradually. (4) Based on acoustic emission, the damage evolution model of coal rock is constructed, and the rationality of the damage model is verified from three aspects: stress-strain curve, damage effect and compressive strength. The damage evolution process of coal rock can be divided into the initial stage of damage, the stage of damage development and the stage of damage acceleration. With the increase of immersion depth, the damage variable of coal rock increases. (5) The multi-scale instability and failure mechanism of soaked coal rock is clarified from the "micro-meso-macro perspective". Under the action of soaking, the mineral particles inside the coal rock are dissolved, and the volume of the mineral particles decreases. Under the action of load, the mineral particles undergo micro-fracture, large-scale fracture, and full-fracture. New cracks are generated inside the coal rock and expand and penetrate. Cracks appear macroscopically, and the coal rock is unstable and destroyed. This research can provide useful reference for the safety, stability, prevention and evaluation of project coal and rock mass under the influence of immersion depth.

     

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