无底柱分段崩落法开采顶板围岩崩落机理
Mechanism of capping rock collapse by no-pillar sublevel caving
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摘要: 以武钢程潮铁矿西区开采为工程背景,采用现场钻孔监测与相似材料模型实验相结合的方法,对无底柱分段崩落法开采过程中顶板围岩的变形和崩落规律进行了系统研究.首先,结合矿体赋存条件、地层结构和开采进程,设计两个钻孔实时监测顶板围岩的崩落规律.其次,以模型相似理论为基础,确定了所要研究模型的剖面和几何尺寸,设计制作模型,采用百分表、压力传感器和近景摄影测量等手段监测模型的应力、应变和破坏特征,并对百分表数据、应力盒数据、围岩位移和围岩破坏裂纹进行系统分析.研究成果初步揭示了金属矿山无底柱分段崩落法开采过程中,顶板围岩崩落机理和地表沉陷的基本规律.Abstract: Chengchao Iron Mine of Wuhan Iron and Steel Corporation was taken as the engineering background. Drilling monitor and similar material model test were used to study the regular and mechanism of capping rock collapse during orebody caving. Firstly, based on the condition of orebody occurrence, strata's structure and mining process, two drill-holes were designed to monitor the protess of capping rock collapse. Secondly, based on the similar model theory, according to sections and geometry sizes a similar material model was built to study the characters of strain, displacement and deformation through the data collection methods of pressure cells, percent meters and photogrammetry. The collusions reveal the elementary mechanism of capping rock collapse and the rules of ground subsidence during the caving process by non-pillar sublevel caving.