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十三陵抽水蓄能电站上池西岸边坡中，存在许多条不同产状和结构的断层，曾发生多次滑坡，构成了对电站上池工程的威胁，因此在池顶采用抗滑桩加固处理边坡。为了解加固后边坡的稳定性和抗滑桩的受力状态及其相互作用，用有限元方法对该岩体边坡进行了稳定性分析。
In the west bank slope of the upper pool of the Shisanling Pumped Storage Power Station, there are many faults with different occurrences and structures, and landslides have occurred several times, posing a threat to the upper pool project of the power station. Therefore, anti-slide piles are used to reinforce the top of the pool Deal with the slope. In order to understand the stability of reinforced slopes and the stress state of anti-slide piles and their interaction, the stability of the slope of the rock mass was analyzed by finite element method.