神东矿区地表移动参数变化规律及影响机制

Variation law and influencing mechanism of surface movement parameters in Shendong Mining Area

  • 摘要: 我国西部矿区普遍具有资源储量大、埋藏浅、覆岩结构简单等特点,采矿活动对地表影响明显。为研究神东矿区地表移动参数变化规律,首先基于大柳塔矿22201工作面实测数据分析其地表动态变形规律,再采用神东矿区18个工作面的实测数据,获得地表移动参数与地质采矿条件之间的对应关系,并分析地质采矿条件对地表移动参数的影响机理。研究表明:神东矿区煤层开采地表沉陷速度快、衰退期短,最大下沉速度达643.3 mm/d,活跃期下沉量占总下沉量的99.05%;下沉系数与松散层采深比呈先增大后减小的二次函数关系,水平移动系数、主要影响角正切分别与(采高×开采速度)/(宽深比×基岩厚度)、基岩厚度×开采速度/(采深×采高)呈先减小后增大的二次函数关系;边界角、裂缝角与松散层采深比呈正线性关系,移动角与基岩采深比成正比,与采高、开采速度成反比;基岩承载松散层荷载及松散层拱效应的变化是导致地表移动参数变化的根本原因。研究成果对西部矿区地表破坏控制与治理、矿井生产安全保障及生态环境修复具有工程实用价值。

     

    Abstract: The mining areas in western China generally have the characteristics of large reserves, shallow depth and simple overlying rock structure, and mining activities in such areas have a significant impact on the surface. In order to study the variation law of surface deformation and rock movement parameters in Shendong Mining Area, the dynamic deformation of the surface was studied based on the measured data of working face 22201 of Daliuta Coal Mine. Then the relationship between surface movement parameters and geological mining conditions were obtained from the measured data of 18 working faces in Shendong Mining Area, and the influence mechanism of geological and mining conditions on surface movement parameters was analyzed. The results show that mining in Shendong Mining Area has a fast surface subsidence rate and a short recession period, with the maximum subsidence rate of 643.3 mm/d, and the subsidence in the active period accounts for 99.05% of the total subsidence. The subsidence coefficient has a quadratic function relation with the ratio of loose bed thickness to mining depth that first increases and then decreases; the horizontal movement coefficient and the main influence angle tangent have a quadratic function relation with mining height times mining rate(width to depth ratio times bedrock thickness) and bedrock thickness times mining rate(mining depth times mining height) that first decreases and then increases, respectively. The boundary angle and crack angle have a positive linear relationship with the ratio of loose bed thickness to mining depth, and the displacement angle is directly proportional to the ratio of bedrock thickness to mining depth and inversely proportional to the mining thickness and the mining rate. The changes in bedrock bearing loose layer load and loose layer arching effect are the root causes of changes in ground movement parameters. The research could provide engineering practical value for the control and treatment of surface damage, and mine production safety and ecological environment restoration in western mining areas.

     

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