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Ground Control Monitoring of Retreat Room-and-Pillar Mine in Central Appalachia

机译:阿巴拉契亚中部撤退室和柱子矿的地面控制监测

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In order to study pillar and overburden response to retreat mining, a ground control program was conducted at a Central Appalachian mine. The program consisted of several monitoring methods including a seismic monitoring system, borehole pressure cells in the pillars, and time-lapse photogrammetry of the pillar ribs. Two parallel geophone arrays were installed, one on each side of the panel with the sensors mounted 3m (10 ft) into the roof. A total of fourteen geophones recorded more than 5,000 events during the panel retreat. A MIDAS datalogger was used to record pressure from borehole pressure cells (BPCs) located in two adjacent pillars that were not mined during retreat. A series of photographs were taken of the pillars that had the BPCs as the face approached so that deformation of the entire rib could be monitored using photogrammetry. Results showed that pillar stability and cave development were as expected. The BPCs showed an increase in loading when the face was 115 m (380 ft) inby and a clear onset of the forward abutment at 30 m (100 ft). The photogrammetry results displayed pillar deformation corresponding to the increased loading. The microseismic monitoring results showed the overburden caving inby the face, again as expected. The significance of these results lies in two points, 1) we can quantify the safe manner in which this mine is conducting retreating operations, and 2) we can use volumetric technologies (photogrammetry and microseismic) to monitor entire volumes of the mine in addition to the traditional point-location geotechnical measurements (BPCs).
机译:为了研究撤退开采的支柱和上覆层响应,在阿巴拉契亚中部矿山实施了地面控制程序。该程序由多种监视方法组成,包括地震监视系统,支柱中的井眼压力单元以及支柱肋的延时摄影测量。安装了两个平行的地震检波器阵列,在面板的每一侧各放置一个,传感器安装在屋顶3m(10英尺)处。在面板撤退期间,总共有14个地震检波器记录了5,000多个事件。 MIDAS数据记录仪用于记录来自两个相邻支柱中的井眼压力传感器(BPC)的压力,这些压力在撤退过程中未开采。拍摄了一系列照片,这些照片是在面对面孔时具有BPC的柱子,因此可以使用摄影测量法监控整个肋骨的变形。结果表明,支柱的稳定性和洞穴的发育均符合预期。当面部位于115 m(380 ft)的深处时,BPC的载荷增加,而在30 m(100 ft)的前桥台开始出现明显的荷载。摄影测量结果显示出与增加的载荷相对应的支柱变形。微地震监测结果表明,覆盖层从工作面中崩落,再次符合预期。这些结果的意义在于两点:1)我们可以量化该矿山进行撤退作业的安全方式,以及2)除了其他功能之外,我们还可以使用体积技术(摄影测量和微震)来监控整个矿山的体积传统的点定位岩土测量(BPC)。

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