动静荷载下采场底板突水试验系统研制与断层突水相似模拟试验研究

DEVELOPMENT OF A TEST SYSTEM FOR MINING FLOOR WATER INRUSH UNDER DYNAMIC AND STATIC LOADS AND SIMILARITY SIMULATION TEST OF FAULT WATER INRUSH

  • 摘要: 为揭示动静荷载下断层活化及突水通道贯通机制,研制了动静荷载下煤层底板断层突水相似模拟试验系统。依托该系统,以唐家会矿61303工作面为工程背景,开展了动静荷载下断层突水全过程模拟试验,分析了上覆岩层破断、底板渗流场演化及断层滑移特征。试验结果表明:顶板垮落产生的冲击载荷与动力扰动的共同作用促进了底板岩体内部裂隙的产生和扩展;突水通道演化过程具有明显的阶段性,综合水压、流量及声发射信号特征,将演化过程划分为初期渗流阶段、稳定渗流阶段和突水灾变阶段。在整个试验过程中,水压呈现“先上升-再平稳下降-后急剧下降”的趋势,而涌水量则表现为“先下降-再平稳上升-后急剧上升”的突变特征;基于数字图像相关(DIC)技术和光纤监测发现,断层滑移存在显著的黏滑-蠕滑交替行为。开挖瞬间的动力扰动打破了断层面的静力平衡,诱发大幅度的黏滑行为;而在开挖间歇期,在静载和水压作用下表现为微小的蠕滑行为;断层活化具有下盘优先特征,靠近承压含水层的断层下盘岩体因长期受水岩作用弱化,最先发生滑移与扩容。研发的突水试验系统复现了动静荷载下底板断层突水全过程,为深部矿井水害的预测与防治提供了实验手段。

     

    Abstract: To reveal the fault activation and water inrush channel penetration mechanism under dynamic and static loads, a similarity simulation test system for coal seam floor fault water inrush under dynamic and static loads was developed. Utilizing this system and taking the Tangjiahui Coal Mine No. 61303 working face as the engineering background, a full-process simulation test under dynamic and static loads was conducted, analyzing overlying strata breakage, floor seepage field evolution, and fault slip characteristics. The results show that: The combined action of impact load caused by roof collapse and dynamic disturbance promotes the generation and expansion of internal cracks in floor rock mass. The water inrush channel evolution process exhibits distinct stages. Based on water pressure, flow rate, and acoustic emission signal characteristics, the process is categorized into the initial seepage stage, the stable seepage stage, and the water inrush catastrophe stage. Throughout the experiment, water pressure displays a trend of “first rising, then gently decreasing, and then sharply decreasing,” while water inflow exhibits a mutation characteristic of “first decreasing, then gently increasing, and then sharply increasing.” Based on digital image correlation and fiber optic monitoring, fault slip demonstrates significant alternating behavior between stick-slip and creep-slip. Dynamic disturbances at the instant of excavation disrupt the static equilibrium of the fault plane, inducing large-amplitude stick-slip behavior. Conversely, during excavation intervals, the fault exhibits minor creep-slip behavior under static load and water pressure influence. Fault activation is characterized by footwall priority. The footwall rock mass near the confined aquifer, weakened by long-term water-rock interaction, is the first to experience slip and expansion. The developed water inrush test system reproduces the entire process of floor fault water inrush under dynamic and static loads, providing an experimental means for deep mine water hazard prediction and prevention.

     

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