倾斜厚硬顶板断裂规律与能量演化特征研究

    Study on fracture law and energy evolution characteristics of inclined thick-hard roof

    • 摘要: 倾斜厚硬顶板结构断裂是导致冲击地压等动力灾害发生的直接原因。为了阐明倾斜厚硬顶板断裂规律与能量演化特征,以李楼煤矿倾斜厚硬顶板1303工作面为工程背景,通过构建几何相似比为1∶200的物理模型,结合位移、应力传感器与微震监测系统,对覆岩破裂过程中应力、位移、能量及微震活动进行监测,分析工作面推进过程中倾斜厚硬顶板断裂演化规律、应力分布及能量演化特征。结果表明:1303工作面开采诱发基本顶−低位岩层−关键层−高位岩层逐级垮落,且平均周期垮落步距依次增加,形成非对称覆岩垮落结构;工作面推进过程中的基本顶应力曲线始终高于关键层,工作面推进至170 m时基本顶和关键层应力同步达到峰值,关键层发生宏观断裂;工作面推进过程中的覆岩应变能分布呈现阶段性演化特征,工作面推进50 m时的基本顶积聚能量显著高于关键层,推进至90~130 m阶段时的关键层应变能与基本顶应变能逐渐接近,工作面推进170 m时关键层应变能超过基本顶;倾斜工作面推进过程中的微震活动呈现“双周期嵌套”规律,微震事件次数峰值间隔24~32 m,对应基本顶断裂,工作面推进至165~170 m时,微震事件次数和微震能量同时达到峰值。

       

      Abstract: Fracture of the inclined thick-hard roof structure is the direct cause of dynamic disasters such as rock burst. To clarify the fracture law and energy evolution characteristics of the inclined thick-hard roof, taking the 1303 working face with inclined thick-hard roof in Lilou Coal Mine as the engineering background, a physical model with a geometric similarity ratio of 1:200 was established. Combined with displacement and stress sensors as well as a micro-seismic monitoring system, the stress, displacement, energy and micro-seismic activity during the overburden failure process were monitored. The fracture evolution law, stress distribution and energy evolution characteristics of the inclined thick-hard roof during the working face advance were analyzed. The results show that mining at the 1303 working face induces the progressive caving of the main roof, lower strata, key stratum and higher strata, with the average periodic caving interval increasing successively, forming an asymmetric overburden caving structure. The stress curve of the main roof during working face advance is always higher than that of the key stratum. When the working face advances to 170 m, the stresses of the main roof and key stratum reach the peak synchronously, and macroscopic fracture occurs in the key stratum. The strain energy distribution of the overburden during working face advance presents a phased evolution characteristic. The accumulated energy of the main roof is significantly higher than that of the key stratum when the working face advances to 50 m. The strain energy of the key stratum gradually approaches that of the main roof during the advance of 90-130 m, and exceeds that of the main roof at 170 m. The micro-seismic activity during the advance of the inclined working face shows a “double-period nesting” law. The peak interval of micro-seismic event counts is 24-32 m, corresponding to the fracture of the main roof. When the working face advances to 165-170 m, both the number of micro-seismic events and the micro-seismic energy reach the peak simultaneously.

       

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