Mechanism of capping rock collapse by no-pillar sublevel caving
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摘要: 以武鋼程潮鐵礦西區開采為工程背景,采用現場鉆孔監測與相似材料模型實驗相結合的方法,對無底柱分段崩落法開采過程中頂板圍巖的變形和崩落規律進行了系統研究.首先,結合礦體賦存條件、地層結構和開采進程,設計兩個鉆孔實時監測頂板圍巖的崩落規律.其次,以模型相似理論為基礎,確定了所要研究模型的剖面和幾何尺寸,設計制作模型,采用百分表、壓力傳感器和近景攝影測量等手段監測模型的應力、應變和破壞特征,并對百分表數據、應力盒數據、圍巖位移和圍巖破壞裂紋進行系統分析.研究成果初步揭示了金屬礦山無底柱分段崩落法開采過程中,頂板圍巖崩落機理和地表沉陷的基本規律.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.
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Key words:
- capping rock /
- caving /
- non-pillar sublevel caving /
- drill-hole monitoring
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