露天采矿技术

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Stability analysis and numerical simulation of slope angle in Anjialing Open-pit Mine

  

  • Online:2016-09-15 Published:2016-10-18

安家岭露天煤矿边坡角稳定性分析与数值模拟

  

Abstract:

Abstract The author calculates the security coefficient with different slope angle by Sweden slice method, determines that the most favorable combination of slope stability and economic feasibility comes with a slope angle of 34°. The article simulates the changes of the displacement and stress at slope angle 34° during the coal and rock mining process by the numerical simulation method, and analyzes the potential slipping areas. The results suggest that the slope angle of 33° is the best choice for the safety and efficiency consideration.

摘要:

摘 要:通过瑞典条分法计算出不同边坡角下的安全系数,并确定了边坡角在34°时,边坡的稳定性和经济性可实现最佳组合;然后利用数值模拟计算的方法模拟了在34°边坡角下煤岩开挖过程中边坡的位移和应力变化情况,并分析了其潜在的局部滑动区,最终建议边坡角定为33°更安全经济。