平朔东露天槽仓为目前亚洲最大规模的储煤槽仓。采用极限平衡方法和有限元法，开展了边坡在支护前后不同工况下的稳定性计算和应力与变形分析。结果表明，边坡支护前无法达到使用要求，斜壁与直壁转角处和仓底坡脚处为应力集中和变形最大处，是加固的重点部位。边坡采用土钉墙复合结构和灌注桩+钢内撑复合结构支护后，稳定性满足使用要求，变形在正常范围内，该支护方案非常适合该边坡。

The tank-type bunker is the largest coal bunker in Asia currently. In this paper, the stability calculation and deformation analysis of excavation slope under different conditions are made, using the limit equilibrium method and the finite element method. The results indicate that the slope support requirements can not be met before reinforcement, and the place of stress concentration and maximum displacement is located at nook of diagonal corner and straight wall where is the reinforcement of key positions. Reinforcement was applied in the slope, by method of composite soil nail wall and bored piles+entry cupporting complex structures. The stability and deformation are satisfied with operational requirement, and the layout of reinforcement is suitable for the slope.