西部矿区采动裂缝多维度量化表征与协同控制技术
Multi-dimension quantitative characterization and collaborative control technology of mining-induced fractures in western mining area
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摘要: 地表裂缝大规模发育加速生态系统退化、破坏工程基础设施, 制约区域生态安全与社会发展, 为表征高强度开采裂缝尺度特征并构建有效防控体系, 以官板乌素煤矿615工作面为研究背景, 基于组合岩层理论对其上覆岩层结构进行划分, 以此提出了基于裂隙率的覆岩裂缝发育过程定量表征方法; 揭示了深厚比与地表裂缝尺度特征参数(最大宽度、平均贯通度和平均超前距离)的定量关系, 并提出了相应的协同控制技术。结果表明: 上覆岩层破坏程度沿竖向以厚硬岩层与垮落岩块排列程度为界分为4个区域, 横向以影响程度为界分为5个区域; 确定上覆岩层共4个组合岩层结构, 其阶跃式破断导致覆岩裂缝最终贯通至地表, 近采空区岩块碎胀性增大导致下沉曲线偏态性与不规则性更为显著; 深厚比与地表裂缝最大宽度呈线性负相关, 与平均贯通度和平均超前距离呈指数负相关, 且深厚比减小导致裂缝类型由拉张型和台阶型为主转变为塌陷型和台阶型为主; 提出了地表裂缝协同控制技术, 通过优化开采工艺减缓地表沉陷程度, 采用物探定位–靶向修复强化覆岩结构拱稳定性, 并依据裂缝分类分区特征实施差异化治理, 恢复了区域生态环境。研究成果对保障区域生态安全与人居环境具有重要意义。Abstract: Large-scale development of surface fractures exacerbates ecosystem degradation, damages engineering infrastructure, and poses constraints on regional ecological security and socio-economic development. To characterize the scale characteristics of fractures under high-intensity mining and establish an effective prevention and control system, this study took the 615 working face of Guanbanwusu Coal Mine as the research background. The overlying strata structure was divided under the guidance of the combined rock strata theory, and a fracture-rate-based quantitative characterization method was proposed for the fracture development process. Furthermore, quantitative relationships between the depth-thickness ratio and surface fracture scale parameters (maximum width, average penetration, and average advance distance) were revealed, and the corresponding collaborative control technology was proposed. The following beneficial findings were yielded. The overlying strata damage is divided vertically into four zones (according to the distribution of thick-hard strata and collapsed blocks) and horizontally into five zones (according to the extent of mining influence). Four combined rock strata structures of the overlying strata are determined, and stepwise breakage in overlying strata ultimately drives fractures to the surface. The intensified dilatancy of rock blocks near the goaf enhances the skewness and irregularity of the subsidence curve. The depth-thickness ratio shows a negative linear correlation with the maximum fracture width, and a negative exponential correlation with both the average penetration and advance distance. A decreasing depth-thickness ratio induces a transition in fracture type, from tensile and step-type dominance to collapse and step-type dominance. Based on these findings, the collaborative control technology of surface fractures was proposed. Key measures include optimization of mining sequences to mitigate surface subsidence, geophysical positioning combined with targeted remediation to enhance the stability of the overlying strata structural arch, and zone-specific treatment based on fracture classification and zoning. These measures conduce to facilitating the restoration of the regional ecological environment. This research provides significant insights for safeguarding regional ecological security and human settlements.
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