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循环加卸载下裂隙砂岩变形破坏及声发射响应特征

Deformation, failure, and acoustic emission response characteristics of fractured sandstone under cyclic loading and unloading

  • 摘要: 在煤矿开采活动中,周期性的采掘扰动导致裂隙岩体承受循环载荷的作用,开展了不同加卸载幅值条件下裂隙砂岩的循环加卸载试验,分析了裂隙砂岩在循环加卸载下的力学特征、变形破坏与声发射响应特征以及损伤演化规律,从宏细观结构变化方面揭示了循环载荷对裂隙砂岩力学特性强化与劣化机制。结果表明:① 随着循环加卸载幅值的增大,循环加卸载后裂隙砂岩的峰值载荷、弹性模量、峰值应变均呈先增大后减小的趋势;经过以40%单轴抗压强度(σ0)与60%σ0为幅值进行循环加卸载后的砂岩强度较高,变形局部化带错动量突增的时间相对较晚,砂岩最终破坏程度剧烈;当循环幅值增加至80%σ0时,在加卸载过程中局部化带错动量表现相对活跃。② 40%σ0与60%σ0为幅值进行加卸载的试样由于颗粒间的滑动摩擦,导致声发射事件较多;当循环幅值增加至80%σ0时,由于试样内部产生了大尺度新生裂隙,发生了高振幅的声发射事件;试样的AF/RA值表明随着循环幅值增加试件循环加卸载后的最终破坏类型由拉伸破坏转变为剪切破坏。③ 结合对砂岩破坏后断面的SEM分析,提出了循环加卸载下裂隙砂岩强度强化与劣化机制概化模型:在中低幅值扰动下薄弱结构断裂效应和压密嵌固效应导致裂隙砂岩密实和剧烈破坏;高幅值扰动下砂岩加载时剪切裂纹扩展,卸载时张拉裂纹发育。④ 在60%σ0~80%σ0存在一个门槛值,当循环幅值超过此门槛值,砂岩的损伤变量增长迅速,随着循环幅值的增加耗散能及耗散能占比逐渐增加。研究成果可为煤岩动力灾害监测预警与防控提供数据参考。

     

    Abstract: In coal mining activities, periodic mining disturbances cause fractured rock mass to bear cyclic loads. In this paper, cyclic loading and unloading tests of fractured sandstone under different loading and unloading amplitudes are carried out, and the mechanical characteristics, deformation and failure characteristics, acoustic emission response characteristics and damage evolution rules of fractured sandstone under cyclic loading and unloading are analyzed. The mechanism of strengthening and deterioration of mechanical properties of fractured sandstone under cyclic load is revealed from the aspect of macro and micro structural changes. The results show that: ① With the increase of cyclic loading and unloading amplitude, the peak load, elastic modulus and peak strain of fractured sandstone increase first and then decrease; After cyclic loading and unloading with the amplitude of 40% uniaxial compressive strength (σ0) and 60%σ0, the strength of sandstone is high, the time of deformation localized misplaced momentum surge is relatively late, and the final damage degree of sandstone is severe. When the cyclic amplitude increases to 80%σ0, the localized misplaced momentum is relatively active during loading and unloading. ② The sliding friction between particles leads to more acoustic emission events in the samples with 40%σ0 and 60%σ0 amplitude. When the cyclic amplitude is increased to 80%σ0, the large scale nascent fissure occurs in the sample, and high amplitude acoustic emission events occur. The AF/RA value of the specimen indicates that the final failure type of the specimen after cyclic loading changes from tensile failure to shear failure with the increase of cyclic amplitude. ③ Combined with the SEM analysis of the fracture section of fractured sandstone, a generalized model of strength strengthening and deterioration mechanism of fractured sandstone under cyclic loading and unloading is proposed: fracture effect of weak structure and compaction and consolidation effect under medium and low amplitude disturbance lead to compaction and severe failure of fractured sandstone; Under the disturbance of high amplitude, the shear crack grows when the sandstone is loaded and the tension crack develops when it is unloaded. ④ There is a threshold value between 60%σ0 and 80%σ0, when the cyclic amplitude exceeds this threshold value, the damage variable of sandstone increases rapidly, and the dissipative energy and the proportion of dissipative energy increase gradually with the increase of the cyclic amplitude. The research results can provide data reference for monitoring, warning and prevention of coal and rock dynamic disasters.

     

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