Ground pressure formation and control technique under high stress fragment rockmass
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摘要: 小官莊鐵礦進路開挖以后支護巷道破壞嚴重,其圍巖變形為無收斂變形的情況.為掌握其地壓活動規律,應用巖石破裂過程分析系統,并考慮巖石本身的蠕變特性,模擬其采用無底柱分段崩落法進路開挖過程,對進路開挖過程巷道圍巖應力變化進行數值分析.結果表明:隨著進路開挖,進路會出現片幫、底鼓和頂板下沉等現象;在礦巖接觸帶出現高應力集中,導致兩進路之間的間柱破壞嚴重,并隨著進路開挖應力逐步向新開挖兩進路之間的間柱轉移;開挖順序造成邊界礦體出現高應力集中,導致邊界礦體難采.采用錨網支護技術有效地控制了巷道圍巖的變形破壞,確保開采的順利進行.Abstract: Supporting drifts in Xiaoguanzhuang Iron Mine destroy badly and the deformation of surrounding rock is no convergence deformation after the drifts are excavated. According to this condition, the drift excavation process of sublevel caving without sill pillars was simulated by rock failure process analysis and the stress variation of surrounding rock was analyzed to grasp the law of ground pressure activities in consideration of rock' s creep characteristic. Simulation results indicate that the destruction form of rib spalling, floor heave and roof falling occur when the drifts are excavated. High stress concentration in the ore-rock contact zone leads to severe destruction of pillars between two drifts; with the excavation of drifts, it diverts into surrounding pillars of the newly caved. Because of excavation sequence, high stress concentration occurs in the boundary ores, which leads to difficulty in mining of boundary ores. Bolt-mesh supporting is applied to control the deformation and destruction of drifts, which can ensure mining activities safely and successfully.
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Key words:
- ground pressure /
- sublevel caving without sill pillars /
- stress field /
- bolt-mesh support
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