采场覆岩裂隙空间演化与矸石浆体介入充填规律研究与应用
Research and application of the spatial evolution of overburden fractures and the law of gangue slurry interventional filling in the stope
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摘要: 针对矸石浆体充填过程中采场覆岩裂隙空间分布特征与充填量难以定量化表征等问题, 分析了采场覆岩结构运移及裂隙发育规律, 建立了垮落带和裂隙带空腔及裂隙空间的量化计算模型, 揭示了开采高度、岩体碎胀系数、垮落带压实区长度及工作面推进长度等关键参数对裂隙空间发育的调控作用。结果表明, 垮落带非压实区空腔及裂隙空间量约为垮落带压实区的2.5倍, 约为裂隙带的7.5倍。在此基础上, 通过开展3种不同规模的矸石浆体介入充填试验, 分析了矸石浆体在垮落带内的流动扩散规律, 构建了适用于低位灌浆和邻位注浆2种充填方式的矸石浆体介入充填量理论预测模型。现场工程实践表明, 矸石浆体在垮落带内具有良好的流动扩散性能, 理论模型预测结果与实际充填量吻合良好, 研究成果可为矸石浆体充填工程提供可靠的理论指导。Abstract: This study is aimed at addressing the challenges in quantitatively characterizing the spatial distribution features and filling volume of overburden fractures during gangue slurry filling. To achieve this aim, the overburden migration patterns and fracture development mechanisms within the stope were systematically investigated. Besides, a quantitative computational model was developed to evaluate cavity and fracture spaces in both caved and fractured zones, and the regulatory effects of key parameters including mining height, rock fragmentation coefficient, compacted zone length of the caved zone, and working face advance length on fracture space evolution were elucidated. The results show that the volume of cavity and fracture spaces in the non-compacted zone of the caved zone is about 2.5 times that in the compacted zone and about 7.5 times that in the fractured zone. On this basis, three gangue slurry interventional filling experiments of different scales were performed, and the flow and diffusion dynamics within the caved zone were analyzed. Furthermore, a theoretical predictive model for gangue slurry interventional filling volumes applicable to both low-level grouting and adjacent grouting methods was established. Field validations demonstrate that gangue slurry exhibits excellent flow and diffusion performance in the caved zone, with model predictions showing strong agreement with actual filling volumes. The proposed framework provides reliable theoretical guidance for gangue slurry filling engineering applications.
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