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Stability analysis for main roof of roadway driving along next goaf

机译:沿空采空巷道主顶板稳定性分析

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摘要

Focusing on the stability of surrounding rock around the roadway driving along next goaf with a narrow coal pillar, a mechanics model of the triangle block structure of main roof above the roadway is established, and the sliding stability coefficient K_1 and the rotation stability coefficient K_2 are proposed to describe the stability of the triangle block structure quantitatively. The structure can keep a self stability before and after the roadway excavation, at the stage of mining-induced effect, the stability of the structure is lowered, and the structure may become instability with decreasing the coal strength, increasing the mining height of working face and the mining depth.
机译:针对沿巷道沿窄煤柱沿下采空区巷道围岩的稳定性,建立了巷道上方主顶三角形块结构的力学模型,滑动稳定性系数K_1和旋转稳定性系数K_2为提出定量描述三角形块结构的稳定性。该结构在巷道开挖前后均能保持自身稳定性,在采动效应阶段,结构的稳定性降低,随着煤强度的降低,工作面采煤高度的增加,结构可能变得不稳定。和采矿深度。

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