陈光波, 李元, 李谭, 等. 2024. 循环水岩作用下煤岩组合体力学响应及劣化机制[J]. 工程地质学报, 32(1): 108-119. doi: 10.13544/j.cnki.jeg.2021-0707.
    引用本文: 陈光波, 李元, 李谭, 等. 2024. 循环水岩作用下煤岩组合体力学响应及劣化机制[J]. 工程地质学报, 32(1): 108-119. doi: 10.13544/j.cnki.jeg.2021-0707.
    Chen Guangbo, Li Yuan, Li Tan, et al. 2024. Mechanical response and deterioration mechanism of coal-rock combined body under the action of circulating water-rock[J]. Journal of Engineering Geology, 32(1): 108-119. doi: 10.13544/j.cnki.jeg.2021-0707.
    Citation: Chen Guangbo, Li Yuan, Li Tan, et al. 2024. Mechanical response and deterioration mechanism of coal-rock combined body under the action of circulating water-rock[J]. Journal of Engineering Geology, 32(1): 108-119. doi: 10.13544/j.cnki.jeg.2021-0707.

    循环水岩作用下煤岩组合体力学响应及劣化机制

    MECHANICAL RESPONSE AND DETERIORATION MECHANISM OF COAL-ROCK COMBINED BODY UNDER THE ACTION OF CIRCULATING WATER-ROCK

    • 摘要: 煤矿地下水库的建立解决了我国西部干旱-半干旱生态脆弱区的缺水问题。地下水库不断进行着蓄水-抽水,地下水库水位的反复升降对水库坝体产生反复损伤作用,而半煤岩坝体、煤岩夹矸坝体为地下水库常见的坝体。基于此,设计进行了不同“干燥-饱和”循环次数的砂岩-煤组合体不同围压下的轴向压缩试验,分析循环浸水作用下煤岩组合体力学特性劣化规律和劣化机制。结果表明:(1)随着循环次数的增加,组合体的饱和含水率逐渐增大。饱和含水率与循环次数呈对数关系。(2)随着循环次数的增加,应力-应变曲线压密阶段增长,弹性阶段斜率减小,峰值应力降低,峰值应变增大,屈服阶段愈加明显,应力跌落变缓。(3)随着循环次数的增加,组合体抗压强度逐渐降低,循环1~3次,抗压强度劣化幅度较为明显。抗压强度阶段劣化度具有非均匀性。(4)循环1~5次,黏聚力下降了70.87%,内摩擦角下降了60.65%。(5)循环1~3次,组合体弹性模量下降了53.06%,变形模量下降了61.10%。(6)循环浸水作用下,试样微观裂纹逐渐发育,矿物颗粒由原来的棱角分明的多边形向浑圆形逐渐发展,大的矿物颗粒逐渐崩解为小颗粒,颗粒间胶结作用逐渐弱化,由紧凑致密结构向松散软弱结构转变。(7)循环浸水作用下,水岩发生反复的物理、化学、力学作用,对煤岩产生反复损伤,最终导致宏观力学特性的劣化。

       

      Abstract: The establishment of underground reservoirs in coal mines has addressed the issue of water scarcity in arid-semi-arid ecologically fragile areas in western China. The repeated rise and fall of the water level in the groundwater reservoir has a damaging effect on the semi-coal-rock dam body and the coal-rock gangue dam body. Based on this, axial compression tests of sandstone-coal assemblies with different "dry-saturated" cyclic immersion times under various confining pressures are designed and conducted, and the deterioration law and mechanism of mechanical properties of coal-rock assemblages under cyclic flooding are analyzed. The results show that:(1)the saturated water content of the composite increases with the increase of cyclic immersion times. There is a logarithmic relationship between saturated moisture content and cyclic immersion times. (2)with the increase of cyclic immersion times, the compaction stage of the stress-strain curve increases, the slope of the elastic stage decreases, the peak stress decreases, the peak strain increases, the yield stage becomes more obvious, and the stress drop slows down. (3)with the increase of cyclic immersion times, the compressive strength of the composite decreases gradually, and the compressive strength deteriorates obviously after cyclic immersion 1 to 3 times. The degree of deterioration in the stage of compressive strength is non-uniform. (4)after cyclic immersion 5 times, the cohesion decreases by 70.87%, and the internal friction angle decreases by 60.65%. (5)after cyclic immersion in water for 1 to 3 times, the elastic modulus of the composite decreases by 53.06%, and the deformation modulus decreases by 61.10%. (6)under the action of cyclic immersion, the micro-cracks of the samples gradually develop, the mineral particles gradually change from the original angular polygon to a round shape, the large mineral particles gradually disintegrate into small particles, and the cementation between the particles gradually weakens from a compact and strong structure to a loose and weak structure. (7)under the action of cyclic flooding, water and rock undergo repeated physical, chemical, and mechanical actions, resulting in repeated damage to coal and rock, leading to the deterioration of macroscopic mechanical properties.

       

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