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循环水岩作用下煤岩组合体力学响应及劣化机制

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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.
MECHANICAL RESPONSE AND DETERIORATION MECHANISM OF COAL-ROCK COMBINED BODY UNDER THE ACTION OF CIRCULATING WA-TER-ROCK
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 ground-water 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 un-der 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 wa-ter 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 de-creases,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 com-pressive 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.

Cyclic floodingCoal-rock combined bodyMechanical propertiesDeteriorationExperimental study

陈光波、李元、李谭、张俊文、张国华

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内蒙古科技大学,矿业与煤炭学院,包头 014010,中国

中国矿业大学(北京),能源与矿业学院,北京 100083,中国

黑龙江科技大学,哈尔滨 150022,中国

循环浸水 煤岩组合体 力学特性 劣化 试验研究

国家自然科学基金资助项目国家自然科学基金资助项目越崎杰出学者资助项目自治区直属高校基本科研业务费项目内蒙古自治区高等学校青年科技英才支持计划项目内蒙古自治区自然科学基金项目

52304142520640422020JCB012023QNJS108NJYT220732022MS05037

2024

工程地质学报
中国科学院地质与地球物理研究所

工程地质学报

CSTPCD北大核心
影响因子:1.215
ISSN:1004-9665
年,卷(期):2024.32(1)
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